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Home My WebLink AboutHommocks Park Apartments, Issued for Construction with Addendum Revisions 7/28/1993 CONTRACT FOR: i-lor mnc ks Park Apartments .Site y 'ork Town of iNlamaroneck Contract #TA 93-1 PE&P Project #2570 _ BUG nna 1MOCKS PARK APARTMENrFS OWNER: STRUCTURAL ENGINEER: Town of Mamaroneck Silva Associates Town Center 196 Osborne Street 740 %,'est Boston Post Road Danbury, CT 06810 Mamaroneck, NY 105.13 CONSTRUCTIONMANAGER: MECHANICAL ENGINEER: The Tri-Tech Group March-On Engineering Consultants 11 Farmingdale Road 52 High Ridge Road N est Babylon, NY 11704 Pound Ridge, NY 10576 ARCHITECT: CIVIL ENGINEER: Perkins Eastman & Partners Malcolm Pirnie, Inc. 437 Fifth Avenue One International Boulevard New York, NY 10016 Mahwah, NJ 07495 ":ATE: June 4, 1993 $ lL- CorlS { -; t 2 . y. • ✓A Lk`t chri, t S r ►. > 1` `-JET? Win- CotitSj?t cTtoT -J r•1 S Hommocks Park Apartments titamaroneck, New York PROJECT MANUAL TABLE OF CONTENTS Page 1 of 7 s Cover Sheet • Table of Contents • Notice to Bidders • Information for Bidders s Bid Forms: ° Contract TA-93-1: Site Work- ° Contract HA-93-1: General Construction Work • Contract HA-93-2: Heating Work • Contract HA-93-3: Electrical Work ° Contract HA-93-4: Plumbing Work s Contract Section Title Pave Article I Definitions 1 Article 2 Contract Documents 4 Article 3 Scope and Character of the Work 5 Article 4 Means & Methods of Construction 5 Article 5 Compliance With Laws 6 Article 6 Inspection 6 Article 7 Protection of Work, Persons & Property 6 Article 8 Commencement & Prosecution of the Work 8 Article 9 Construction Progress Schedule 8 Article 10 Requests for Information or Approval 8 Article 11 Notice of Conditions 8 Article 12 Coordination With Other Contractors 9 Article 13 Extension of Time 10 Article 14 No Damages for Delay 11 Article 15 Date for Completion 1 I Article 16 Determining Date of Completion I I Article 17 Occupation or Use Prior to Completion 12 Article 18 Subcontracts 12 Article 19 Assignment 14 Hommocks Park Apartments Mamaroneck, New York PROJECT MANUAL TABLE OF CONTENTS Page 2 of 7 Section Title Page Article 20 Retained Percentage 15 Article 21 Insurance/Bonding 15 Article 22 Money Retained Against Claims 20 Article 23 Maintenance and Guaranty 21 Article 24 Extra Work 21 Article 25 Disputed Work 24 Article 26 Omitted Work 25 Article 27 The Construction Manager 25 Article 28 The Architect 25 Article 29 The Authority 26 Article 30 Employees 27 Article 31 Contract Price 27 Article 32 Partial Payments 27 Article 33 Time & Method of Payment; Requisitions 28 Article 34 Payment for Stored Materials 29 Article 35 Receipts and Releases of Liens 29 Article 36 Reduction of Retainage 30 Article 37 Final Payment 20 Article 38 Consent of Surety 31 Article 39 Withholding and Recovery of Payments 31 Article 40 Authority's Right to Declare Contractor in Default 32 Article 41 Exercise of the Right to Declare in Default 33 Article 42 Quitting the Site 33 Article 43 Completion of the Work 34 Article 44 Performance of Uncompleted Work 34 Article 45 Other Remedies 34 Article 46 Contractor's Warranties 35 Article 47 Claims & Actions 35 Article 48 Infringement of Patents 35 Article 49 No Claim Against Officers, Agents or Employees 36 Article 50 Severability 36 Article 51 All Legal Provisions Deemed Included 36 Article 52 Tax Exemption 36 Article 53 Termination by the Authority 38 Article 54 Choice of Law, Consent to Jurisdiction and Venue 39 s Appendices: Appendix A ° Appendix B Sample Insurance Certificate ° Appendix C Sample Performance Bond Form ° Appendix D Sample Labor and Material Payment Bond Form Appendix E Sample Bid Bond Form ° Appendix F Statutory Requirements: New York State Housing Finance Agency • Appendix G Statutory Requirements: Westchester Urban County and Participating Municipalities ° Appendix H Drawing List ° Appendix I Prevailing Wage Rates 0 RVPetADix 3 Misc- PAaJVwr1S Hommocks Park Apartments Mamaroneck, New York PROJECT MANUAL TABLE OF CONTENTS Page 3 of 7 • General Conditions Section Title Page Article 1 Scope & Intent GC-1 Article 2 Provisions Referenced with Information for Bidders GC-2 Article 3 Contract Drawings & Specifications GC-5 Article 4 Contractor Shop Drawings, Record Drawings and As-Built Drawings GC-7 Article 5 Materials and Equipment GC-12 Article 6 Temporary Structures GC-17 Article 7 Contractor's Superintendent GC-17 Article 8 Surveys GC-17 Article 9 Sleeves & Hangers GC-17 Article 10 Cutting & Restoration GC-19 Article 11 General, Electrical & Mechanical Requirements GC-19 Article 12 Equipment Field Tests GC-22 Article 13 Cleaning GC-23 Article 14 Contractor's Daily Reports GC-23 Article 15 Security GC-245 Article 16 Certificate of Occupancy and/or Completion GC-24 Article 17 Project Meetings GC-24 Article 18 Non-Disclosure Clause GC-25 s Supplementary General Conditions Section Title Page Article I Job Site Administration SC-1 Article 2 Safety SC-2 Article 3 Conduct of Operations SC-3 Article 4 Contractor's Sign SC-3 Article 5 Permits SC-3 Article 6 Access to Fire Hydrants & Fire Alarm Boxes SC-3 Article 7 Fire Protection SC-3 Article 8 Protection of Street Lighting System SC-4 Article 9 Protection of Finished Surfaces SC-4 Article 10 Temporary Protection, Scaffolding, Temporary Fence, Hoists & Ladders SC-5 Article 11 Access Doors SC-6 Article 12 Pit Covers SC-6 Article 13 Painting SC-6 Article 14 Rodent & Vermin Control SC-7 Article 15 Existing Conditions SC-7 Article 16 Overtime Work by Contractor SC-7 Article 17 Rubbish Removal SC-8 Article 18 Pollution Control and Water Control SC-8 Article 19 Traffic Control SC-9 Article 20 On-Site and Off-Site Quality Control SC-9 Hommocks Park Apartments Mamaroneck, New York PROJECT MANUAL TABLE OF CONTENTS Page 4 of 7 Section Title Page Article 21 Guarantees SC-10 Article 22 Construction Loading of Permanent Structures SC-12 Article 23 Temporary Water SC-12 Article 24 Temporary Lighting and Electrical Services SC-13 Article 25 Temporary Heat SC-16 Article 26 Sanitary Regulations SC-17 Y Technical Specifications DIVISION 1 - GENERAL REQUIREMENTS Section 01310 - Construction Scheduling DIVISION 2 - SITEWORK Section 02110 - Site Clearing Section 02200 - Earthwork Section 02221 - Trenching Section 02282 - Termite Control Section 02452 - Traffic Signage Section 02513 - Asphalt Concrete Paving Section 02514 - Portland Cement Concrete Paving Section 02711 - Foundation Drainage Section 02720 - Storm and Underground Sanitary Sewer Systems Section 02730 - Domestic and Fire Water Piping System Section 02810 - Irrigation System Section 02831 - Chain Link Fencing Section 02936 - Seeding Section 02938 - Sodding Section 02950 - Trees, Shrubs and Ground Cover DIVISION 3 - CONCRETE Section 03310 - Concrete Work DIVISION 4 - MASONRY (Not Used) DIVISION 5 - METALS Section 05500 - Metal Fabrications Hommocks Park Apartments Mamaroneck, New York PROJECT MANUAL TABLE OF CONTENTS Page 5 of 7 DIVISION 6 - WOOD & PLASTICS Section 06100 - Rough Carpentry Section 06190 - Wood Trusses Section 06401 - Exterior Architectural Woodwork Section 06402 - Interior Architectural Woodwork DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 07160 - Dampproofing Section 07200 - Building Insulation Section 07270 - Firestopping Section 07311 - Fiberglass Shingles Section 07460 - Vinyl Siding Section 07461 - Cedar Wood Siding Section 07600 - Sheet Metal Flashings and Trim Section 07900 - Joint Sealers DIVISION 8 - DOORS AND WINDOWS Section 08210 - Flush Wood Doors Section 08215 - Pre-hung Metal Doors Section 08305 - Access Doors Section 08360 - Sectional Overhead Doors Section 08610 - Wood Windows Section 08710 - Finish Hardware DIVISION 9 - FINISHES Section 09250 - Gypsum Drywall Section 09650 - Resilient Flooring Section 09680 - Carpeting Section 09900 - Painting DIVISION 10 - SPECIALTIES Section 10200 - Louvers Section 10426 - Signage Section 10550 - Postal Specialties Section 10800 - Bath Accessories Section 10916 - Closet Specialties DIVISION I I - EQUIPMENT Section 11450 - Residential Equipment Hommocks Park Apartments Mamaroneck, New York PROJECT MANUAL TABLE OF CONTENTS Page 6 of 7 DIVISION 12 - FURNISHINGS Section 12372 - Kitchen and Bath Casework Section 12500 - Window Treatment DIVISION 13 - SPECIAL CONSTRUCTION (Not Used) DIVISION 14 - CONVEYING SYSTEMS (Not Used) DIVISION 15 - MECHANICAL Section 15010 - General Provisions Section 15011 - Submittals and Manuals Section 15012 - System Start-Up and Testing Section 15013 - Demonstration of Complete Mechanical Systems Section 15061 - Hangers and Supports Section 15180 - Insulation Section 15510 - Heating Distribution Equipment Section 15556 - Boiler and Hot Water Heater Section 15840 - Sheet Metal Construction and Accessories DIVISION 16 - ELECTRICAL Section 16010 - General Provisions Section 16011 - Submittals and Manuals Section 16013 - Cutting and Patching Section 16060 - Demonstration of Complete Electric Systems Section 16100 - Basic Materials and Methods Section 16120 - Conductors Section 16130 - Outlet Boxes Section 16140 - Switches Section 16141 - Receptacles Section 16142 - Cover Plates Section 16170 - Disconnects Section 16420 - Telephone Service Entrance Distribution and Terminations Section 16430 - Television Distribution Systems Section 16450 - Grounding Section 16470 - Distribution Panels Section 16505 - Interior Lighting Section 16530 - Site Lighting Hommocks Park Apartments Mamaroneck, New York PROJECT MANUAL TABLE OF CONTENTS Page 7 of 7 DIVISION 17 - PLUMBING Section 17010 - General Provisions Section 17011 - Submittals Section 17012 - Testing Piping Systems Section 17014 - Demonstration of Complete Plumbing Systems Section 17060 Pipe and Fittings Section 17090 - Pipe Hangers and Supports Section 17100 - Domestic Water Valves Section 17450 - Plumbing Fixtures S�Otj n 18o I NS,J�-Amo,j iNwm 1f.1 A kt)W M -O2, NOTICE TO BIDDERS Page 1 of 2 THE TOWN OF MAMARONECK is requesting a separate sealed bids for a prime contract for Site Work (Contract No. TA-93-1) in connection with the construction of a 54 Unit Housing Project to be constructed by the Town of Mamaroneck Housing Authority, located at 1361 West Boston Post Road, Larchmont, NY 10538. The following additional prime contractors will be issued by the Town of Mamaroneck Housing Authority. Contract No. HA 93-1 General Construction Work HA 93-2 Heating Work HA 93-3 Electrical Work HA 93-4 Plumbing Work The Contract Documents may be obtained after June 4, 1993 at the Office of the Town Administrator, Town of Mamaroneck, Town Center, 740 West Boston Post Road, Mamaroneck, NY 10543, (phone: 914.381.7810), upon payment of the sum of One Hundred Dollars ($100.00). Checks shall be made payable to Town of Mamaroneck. The payment will be refunded if documents are returned unmarked and in usable condition. The Bidding Documents may be examined without charge at the Town Administrator's Office, Town of Mamaroneck. The Town is exempt from payment of sales and compensating use taxes of the State of New York and of cities and counties within the State of New York. Sealed bids will be received at the Town Administrator's Office, Town Center, 740 West Boston Post Road, Mamaroneck, NY 10543, June 25, 1993, at 10:00 a.m. local time, at which time all bids will be publicly opened and read aloud. Bids must be prepared and submitted in accordance with the Contract Documents. Each bid must be accompanied by Bid Security in an amount not less than ten percent (10%) of the Base Bid amount, in the form and subject to the conditions provided in the Information for Bidders. The successful Bidder must furnish a Performance Bond and a Labor and Material Payment Bond in accordance with the Information for Bidders. Attention of Bidders is particularly directed to the requirements of the conditions of employment to be observed and the prevailing hourly wage rates and supplements to be paid under the Contract and additional regulatory requirements of funding grants. No bid may be withdrawn within forty-five (45) days after the date of the opening of the bids. Bidder may, however, withdraw his bid by submitting a written request no later than twenty-four (24) hours prior to the time for bid opening. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 ,NOTICE TO BIDDERS Page 2 of 2 Successful bidder will be required to complete all of its Work under the Contract within 396 calendar days after issuance of the written Notice to Proceed. TME 't%mv se's F:$L� iN T"a'c open 5uafV>4t6 FST ir1 No ENfV4T SNAu. 11A\5 TIME 12OU00 ef C t-)VO The Town of Mamaroneck reserves the right to reject any or all bids, and the right to waive any informalities in any bid. NOTE: A pre-bid conference will be held at 9:00 a.m. on June 11, 1993, at the Hommocks Skating Rink located at Hommocks Road, Larchmont, NY. The project site will be available for inspection at that time. Bidders will be required to identify themselves as a bidder or employee thereof. Dated: Mamaroneck, New York Stephen Altieri June 4, 1993 Town Administrator Town of Mamaroneck Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMATION FOR BIDDERS Page 1 of 31 1 PROJECT The HOMMOCKS PARK APARTMENTS, located at 1361 West Boston Post Road, Larchmont, New York. 2 ARCHITECT/ENGINEER Perkins Eastman & Partners 437 Fifth Avenue New York, NY 10016 Tele: 212.889.1720 Fax: 212.213.6125 3 CONSTRUCTION MANAGER The Tri-Tech Group 11 Farmingdale Road West Babylon, NY 11704 Tele: 516.587.4300 Fax: 516.587.0158 4 STRUCTURAL ENGINEER Silva Associates 196 Osborne Street Danbury, CT 06810 Tele: 203.778.9338 Fax: 203.778.9338 5 MECHANICAL ENGINEER March-On Engineering 52 Highridge Road Pound Ridge, NY 10576 Tele: 914.764.0437 Fax: 914.764.0437 6 CIVIL ENGINEER Malcolm Pirnie, Inc. One International Boulevard Mahwah, NJ 07459 Tele: 201.529.4700 Fax: 201.529.1415 7 DEFINITIONS A "Contract Documents" include all documents listed in the Project Manual Table of Contents. B Definitions as set forth in the General Conditions of the Contract, or in other Contract Documents, are applicable to the Contract Documents. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 I'M OR'll,ATiON FOR BIDDERS Page 2 of 31 8 RECEIPT OF BIDS Sealed bids will be received by the Town of Mamaroneck at the office of the Town Administrator, Town Center, 740 West Boston Post Road, Mamaroneck, New York, 10543 on June 25, 1993, at 10:00 a.m. local time, and at that time all bids will be publicly opened and read aloud. Any bid received after the specified time will be returned to the Bidder unopened. 9 SUMMARY OF WORK A WORK COVERED BY CONTRACT DOCUMENTS i Where the words "Contractor" and "Contract" are used in the Contract Documents, they shall apply equally to all parties entering into Agreements to perform the Work specified herein, and all Contracts derived from said Agreements. Should any particular requirement be limited to one party only, it shall be so stated. ii The Work of this Project is separated into a number of Contracts. Bidders are advised that several separate prime contracts will be awarded and work under those contracts will be performed while work under this contract is also being performed. Successful bidders will be required to perform their work in coordination with the work of other prime contractors and subject to the coordination requirements of the contract documents. iii The Work of these Contracts is for Site Work (Contract No. iS�b TA-93-1), General Construction Work (Contract No. HA-93-1), Heating Work (Contract No. HA-9-2), Plumbing Work (Contract Ae7ottQ HA-93-3), Electrical Work (Contract HA-93-4). B CONTRACTS i Perform the Work under separate lump sum contracts with the Town. Furnish all labor, material, tools, equipment, supervision, layout, delivery, trucking, shop drawings, submittals, etc., necessary to complete the work described in the Division of Work for each Contract. slt'N q co►�1+PrcTo R PMo R- S�grn�TT�r�a R Y3i0 a All existing conditions must be verified in the field. The TO Town takes no responsibility for actual conditions found pica 4 deviating from the drawings. If existing condition interferes with contract work, contractor is responsible to eliminate this condition. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORNLATION FOR BIDDERS Page 3 of 31 b Contractor understands that Time Is Of The Essence and that he will adequately man the job to successfully complete the contract work in accordance with the master schedule. The option to work extended hours and weekends with prior agreement with the Construction Manager may be made available to meet this schedule. c Contractor must plan, provide and maintain his own access, ramping, and egress as required into and out of the site, staging of trailer(s), materials, machinery, and equipment. Maintain free and safe access on the jobsite for other related project personnel. Maintain safe pedestrian traffic outside work area. Any operation interfering with pedestrian or vehicular traffic must be approved by the Construction Manager and regulated by a flagman. Trucking and delivery operation should be approved by Construction Manager and all other contractors. d Full time supervision while on site is a mandatory requirement from project commencement until such time as determined by the Town. The on-site Superintendent must remain for the full term of the project unless the replacement is approved by the Town. e Any discrepancies in the Contract Documents or requests for clarifications shall be brought to the attention of the Architect in written form, no later than two calendar days prior to bid date, after which the Contractor will assume responsibility for the more costly installation. f Provide all scheduling information required by CPM scheduling requirements. g Contractor may be required by Construction Manager to temporarily omit or leave out any section of his work, or perform his work out of sequence. All such out of sequence work and come back time to these areas shall be performed at no additional cost. h All cost breakdowns required by the Construction Manager shall be promptly submitted in accordance with the Contract Documents. i Sufficient manpower shall be provided at all times to maintain required progress of the job. A shortage of labor in the industry shall not be accepted as an excuse for not properly manning the job. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMATION FOR BIDDERS Page 4 of 31 j All contractors shall participate in job safety meetings and precautions as required in General Conditions. k The Contractor shall take special care in verifying that his equipment matches the characteristic of the power being supplied. 1 Insubordination, unsafe practices, horseplay, abusive behavior or language, wanton destruction of property, use of drugs or alcohol, possession of firearms, and solicitation shall not be tolerated. There will be no warnings, and Contractor shall designate a responsible on-site supervisor to handle any situations that may arise, including termination. m Union business shall not be conducted on site. Any union representatives that visit the site must declare what Contractors personnel they represent, and must be escorted by that Contractor's union steward at all times. No visitors, sales representative or non-working personnel shall be permitted on site without prior consent of the Town. No photographs shall be taken without the Town's prior approval. n Provide job site cleaning as required by General Conditions. C DIVISION OF WORK i Site Work Contract The Sitework Contractor shall furnish, install, supply and perform, in a good and workmanlike manner and in accordance with all requirements of the Contract Documents, and for the all inclusive Lump Sum Contract Price, all labor, materials, tools, equipment, forms, plant, accessories, supplies, transportation, trucking, disposal, supervision, permits, fees, taxes, services and administration necessary, required, called for, or reasonably inferrible from, by or among the Plans, Specifications and other Contract Documents, for the complete performance of all Sitework including, but not limited to, the following: 1. All general cut excavation in earth and rock, whether performed by earth moving machines, drilling and blasting, rock ripping, wedging, or chipping, or any other method. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMAT1ON FOR BIDDERS Page 5 of 31 2. All trenching and backfill in earth and rock, whether performed by earth machines, drilling and blasting, rock ripping, wedging, or chipping or any other method, including any select backfill required, for all underground utilities, lines, pipes or services including telephone and cable T.V. 3. All trench and pit excavation in earth and rock, whether performed by earth machines, drilling and blasting, rock ripping, wedging, or chipping or any other method, and backfilling for all building footings, foundations and piers. 4. All excavation in earth and rock, whether performed by earth machines, drilling and blasting, rock ripping, wedging, or chipping or any other method, and backfill required for the construction of all roads, curbs, underground structures, concrete slabs, concrete and wooden walkways and ramps. 5. Off-site disposal of all excavated material which is not to be incorporated into the work. 6. All concrete footings, foundations, foundation walls, concrete piers and supports. 7. All pre-cast and cast-in-place concrete underground structures, catch basins, manholes for Storm and Sanitary Sewer systems, including all frames, grates, steps, ladders, pit covers, etc. All miscellaneous mortar, brick, grout or concrete to bring all frames, covers and grates to required elevations. 8. All Dampproofing of concrete foundation walls. 9. Sewage lift station equipment, piping up and connections for installation inside Sanitary Sewage Structure #2. 10. All pipes, fittings, elbows, temporary and permanent caps, "Tees", valves, couplings, accessories, threaded rod, miscellaneous connectors, supports, connections, etc. for the complete Storm Sewer, Sanitary Sewer, Fire Hydrant systems, Domestic Water Service up to five feet outside of house foundations. Furnish and install water meters, meter pits and all connections. 11. All fill required to be imported from offsite. All stockpiles and protection thereof. 12. All landscaping. 13. All concrete walks, curbs, ramps, slabs, rat slabs, all including required base and sub base materials. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFOWNIA HON FOR BIDDERS Page 6 of 31 14. All traffic signage. 15. All metal and fiberglass reinforcing for concrete work. 16. All environmental, erosion and water pollution control measures. 17. All asphalt paving including base and sub base work. 18. All parking area striping and surface painted designations. 19. All required protection of existing trees to remain. Removal and disposal of protection at end of Project. 20. All removal and proper disposal of existing asphalt paving. 21. Underground Irrigation System. [This Item is an Alternate Bid add item]. 22. All Termite Control at building foundations. 23. All Rough Grading of Site. 24. All Finish Grading of Site. 25. Maintenance of cleanliness of adjoining streets from dirt and mud, debris, etc. carried off site by construction vehicles. Provide and maintain wheel wash pad with sufficient stone at site entrance. 26. All Foundation and footing drain systems including connection into storm sewer system. 27. All underground piping for connection of above ground roof drains which are to be provided by the General Contractor. 28. All subgrade drainage systems for roof gutters and leaders from point of connection from buildings at grade, including temporary capping until final connection of roof leader by General Construction Contractor. Final connection cap to accept leader to be furnished and installed by Sitework Contractor. 29. Proper placement of inserts, access panels, and sleeves given by others to Sitew•ork Contractor for placement into concrete work. 30. All crawl space vents. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMATION FOR BIDDERS Page 7 of 31 31. Shop drawings, submittals, and samples required for the Sitework. 32. All clearing and grubbing including removal and disposal of any tree stumps, etc. 33. Survey and layout for Sitework Contract work. As-Built foundation location survey for each building and each underground structure as each foundation and structure is completed and backfilled. Each survey to be provided in a timely manner so as not to delay the work of others. Provide an initial layout plan of all survey work to the other prime contractors. Coordinate with Construction Manager so layout is performed from proper Project benchmarks, lines and layout points. 34. All retaining walls. 35. All planters. 36. Compliance with all requirements of the General Conditions and Supplemental General Conditions portions of the Contract Documents including, for example but without limitation, insurance, submittals, schedules, paperwork, etc. 37. Removal of any underground debris, i.e. old foundations, tanks, pipes, etc. which may not have been removed during demolition of the old Larchmont Motel, and which interfere with the construction of this Project. 38. Dewatering as necessary to perform the Sitework contract. 39. Coordination of performance of Sitework with Construction Manager, Utility Companies, and other Prime Contractors, their subcontractors, and others performing work on the Site. 40. Provide, at no additional cost to the Owner, all necessary temporary power, water and light, as required for the performance of the Sitework, until such time as the temporary utility services for use by all contractors have been established and activated by the Prime Contractors for Electrical and Plumbing work. 41. Coordinate with C.M. as required to maintain clear and unobstructed access into the site for all contractors. 42. Maintain entire site in a clean and neat manner. Place all trash into containers provided by the General Construction Contractor. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 1`FOR,NIATIO FOR BIDDERS Page S of 31 43. Cleanup all debris around foundation construction prior to backfilling. Once foundations are backfilled and rough graded turn over individual building foundations to the General Construction Contractor. 44. Patch as necessary all unacceptable or damaged foundation walls, as required for acceptance by Architect. 45. Comeback, as necessary, if Construction Manager determines sequence of Project operations requires areas to be temporarily left out, omitted or performed out of sequence. 46. All temporary shoring, bracing, etc. for the performance of the Sitework. 47. Coordinate with Owner's Testing Agency for concrete and other work items subject to independent testing. 48. Guarantees and warranties. 49. Furnish and install foundation anchor bolts to receive framing for buildings. EXCLUSIONS The Sitework Contract does not include: a. Excavation and backfill for other trades except to the extent specified for the Sitework Contractor to perform b. Materials to be installed by Utility Companies, except to the extent specified C. Electrical power and control wiring for lift station } d. All chain link fencing ii General Construction Contract The General Construction Contractor shall furnish, install, supply and perform, in a good and workmanlike manner and in accordance with all requirements of the Contract Documents, and for the all inclusive Lump Sum Contract Price, all labor, materials, tools, equipment, plant, accessories, supplies, e • AN- TF-t-w-a►,Jc, art t�z-T1z4 A. w, rz- Fon.6�Tr 1r1 4, VOC, �.I- l� ccNII�� W N)>Jc, - t,► fr s ort CW 17, 01 oz-4, pA-r-r 3 a1� Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFOR.M.ATION FOR BIDDERS Page 9 of 31 transportation, trucking, supervision, permits, licenses, fees, taxes, services and administration, necessary, required, called for, or reasonably inferrible from, by or among the Plans, Specifications and other Contract Documents, for the complete performance of all General Construction work including, but not limited to, the following: 1. All rough carpentry and framing including, for illustration only, but not limited to, roof and floor trusses; studding, plates and sills for interior and exterior walls and partitions; exterior wall and roof sheathing; building or resin paper; joists, beams, headers, columns, lally columns, posts, hangers, braces; Laminated Veneer Lumber (LVL) joists, beams, headers, posts; subflooring; 2. All finish carpentry including, for illustration only, but not limited to, exterior wood shingles, siding, interior and exterior trim, rails, railings, wooden steps, fascia, soffits, vents, stairs at construction manager's trailer; 3. All wooden box stairs and all prefabricated metal spiral stairs; 4. All interior doors; all exterior doors; all crawl space access doors; all garage doors; all hardware for all doors; 5. All kitchen cabinets and countertops including openings in countertops for plumbing fixtures by others; 6. All bathroom vanities and vanity tops with integral bowls; 7. Toilet accessories and medicine cabinets; 8. All kitchen appliances including installation and connections to electrical and plumbing roughings; Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORNIAT1ON FOR BIDDERS Page 10 of 31 9. All closet shelving and poles; 10. All windows and louvers; 11. All roofing, starter courses, roofing paper, flashing, counterf lashing, valleys, crickets, and vents; 12. All roof or wall caps, flashings and counterflashings for work installed by the General Construction Contractor; 13. All rain gutters, leaders, downspouts, and connections into underground drainage system; 14. All building insulation, including sound attenuation blankets; 15. All cedar wood siding and wood trim; 16. Vinyl siding and soffits; 17. Through wall air conditioner sleeves; 18. All gypsum wallboard (drywall) on walls and ceilings; all taping and spackling; 19. All interior and exterior caulking, sealing, priming, preparation, painting and staining; 20. All underlayment, carpet, sheet vinyl, vinyl base; 21. All window blinds; 22. All cutting and patching; 23. All mail boxes including concrete bases and required excavation; 24. All house numbers; 25. All chain link fencing; 26. All interim and final inspections, approvals and Certificates; 27. All guarantees and warranties; Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFOWNIATION FOR BIDDERS Page 11 of 31 28. Operating and instruction manuals; 29. Start-up, testing, and owner instruction period; 30. All finished materials installed by General Construction Contractor are to be appropriately protected by the General Construction Contractor against damage and scratching during construction and until final acceptance; 31. Shop drawings showing all proposed equipment and layouts for coordination with the work of other contractors. Also, catalogue cuts of all equipment, fixtures and fittings to be furnished hereunder; 32. As-Built and Record Drawings; 33. Compliance with all requirements of the General Conditions and Supplemental General Conditions portions of the Contract Documents including, for example but without limitation, insurance, submittals, schedules, paperwork, etc.; 34. Coordination of performance of General Construction work with Construction Manager and other Prime Contractors, their subcontractors, and others performing work on the Site; 35. Comeback, as necessary, if Construction Manager determines sequence of Project operations requires areas to be temporarily left out, omitted or performed out of sequence; 36. General cleanup of Project Site and buildings under construction; provide containers at buildings for all trades to deposit their construction debris into for removal from site by General Construction Contractor; 37. Layout for General Construction work; 38. Rodent and vermin control (not including termite treatment for foundations); Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMATION FOR BIDDERS Page 12 of 31 39. All temporary heat required for work under this trade contract; 40. Furnish and maintain temporary chemical toilets; 41. Furnish and maintain fire protection equipment during duration of construction period; 42. Provide, at no additional cost to the Owner, all necessary temporary power, water and light, as required for the performance of the General Construction work, until such time as the temporary utility services for use by all contractors have been established and activated by the Prime Contractors for Electrical and Plumbing work; 43. Leave all buildings "broom clean" including removal of paint splatters from glass, etc.; 44. Maintain site security fence. Remove and deliver at completion of project. EXCLUSIONS The General Construction Contract does not include: 1. Plumbing connection to and trim for integral sinks/countertops in bathrooms. 2. Anchor bolts at foundation walls for building framing. 3. Damproofing of concrete foundation walls. 4. All final cleaning. Hommocks Park Apartments Town of Mamaroneck PE&P No. 270 INFORMI.ATIOti FOR BIDDERS Page 13 of 31 iii Heating Work Contract The Heating Contractor shall furnish, install, supply and perform, in a good and workmanlike manner and in accordance with all requirements of the Contract Documents, and for the all inclusive Lump Sum Contract Price, all labor, materials, tools, equipment, plant, accessories, supplies, transportation, trucking, supervision, permits, licenses, fees, taxes, services and administration, necessary, required, called for, or reasonably inferrrable from, by or among the Plans, Specifications and other Contract Documents, for the complete performance of all Heating and Ventilation work including, but not limited to, the following: 1. All hot water baseboard heating systems, including piping, convectors, convector covers, hangers, circulating pumps, controls, and boiler. 2. All domestic Hot Water Tanks and controls interfacing with Hot Water Boilers. 3. All exhaust ducts and terminations for connection to bathroom exhaust fans by others. 4. All clothes dryer ducts, vents and caps. 5. All Testing and balancing of lines and completed system. 6. All insulation, where required, of piping installed under the Heating Contract. 7. All fixtures, Equipment and Specialties. 8. All interim and final inspections, approvals and Certificates. 9. All guarantees and warrantees. 10. All cutting and patching. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORNIATION FOR BIDDERS Page 14 of 31 11. All pipe and valve insulation. 12. All hangers, supports, valves, shut-offs, controls, traps, clean-outs, escutcheons, trim, drains, isolators, faucets, spigots, vents, safety blow offs, etc. . 13. All piping to be wrapped with insulating foam or other approved material when passing through concrete slabs, wood floors, sill plates, studs, etc. as necessary to protect the piping and to minimize pipe noises, as appropriate. 14. All finished materials installed by Heating Contractor are to be appropriately protected by the Heating Contractor against damage and scratching during construction and until final acceptance. 15. Shop drawings showing all proposed equipment and duct layouts for coordination with the work of other contractors. Also, catalogue cuts of all equipment, fixtures and fittings to be furnished hereunder. 16. Compliance with all requirements of the Contract Documents including, for example but without limitation, insurance, submittals, schedules, paperwork, etc.. 17. Coordination of performance of Heating and Ventilating work with Construction Manager and other Prime Contractors, their subcontractors, and others performing work on the Site. 18. Comeback, as necessary, if Construction Manager determines sequence of Project operations requires areas to be temporarily left out, ommitted or performed out of sequence. 19. All drip pans. 20. All firestopping for Heating and Ventilating work. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFOR:NIATIOti FOR BIDDERS Page 15 of 31 21. All gas flues, roof or wall caps, flashings and counterflashings. 22. Operating and instruction manuals. 23. Start-up, testing, and owner instruction period. 24. All Temperature Control systems. 25. All temporary Heating as necessary to complete the work of this contract. 26. Providing all access doors for access to all work of this contract. Access doors to be installed by General Contractor. EXCLUSIONS The Heating Contract does not include: 1. Purchase and installation of air conditioning sleeves. 2. Bathroom exhaust fans. 3. All drip pan drain piping. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMAT10IN FGR BIDDERS Page 16 of 31 iv Plumbing Work Contract The Plumbing Contractor shall furnish, install, supply and perform, in a good and workmanlike manner and in accordance with all requirements of the Contract Documents, and for the all inclusive Lump Sum Contract Price, all labor, materials, tools, equipment, plant, accessories, supplies, transportation, trucking, supervision, permits, licenses, fees, taxes, services and administration, necessary, required, called for, or reasonably inferrible from, by or among the Plans, Specifications and other Contract Documents, for the complete performance of all Plumbing work including, but not limited to, the following: 1. Domestic Hot and Cold Water lines and systems within buildings and up to a point five feet outside of the building footprints. 2. Sanitary Sewer system including drain lines within buildings and up to a point five feet outside of the building footprints. 3. Natural gas piping lines and systems within buildings and up to Connecting with gas meters provided by utility company. 4. Insulation, where required, of piping installed under the Plumbing Contract. 5. Vent piping lines and systems. 6. All plumbing fixtures including, without limitation, sinks, water closets, bathtubs, showers. 7. All finish plumbing fittings for fixtures and otherwise. 8. Disinfection of water lines. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORNI.ATION' FOR BIDDERS Page 17 of 31 9. Waste and hot and cold water supply connections and trim for General Contractor supplied vanity basins 10. Fixtures, Equipment and Specialties. 11. Interim and final inspections, approvals and Certificates. 12. Guarantees and warranties. 13. Cutting and patching. 14. Flashings. 15. Pipe and valve insulation. 16. Hose bibbs. 17. Hangers, supports, valves, shut-offs, controls, traps, clean-outs, escutcheons, trim, drains, isolators, faucets, spigots, vents, safety blow offs, etc. . 18. All piping to be wrapped with isolating insulation foam or other approved material when passing through concrete slabs, wood floors, sill plates, studs, etc. as necessary to protect the piping and to minimize pipe noises, as appropriate. 19. All fixtures installed by Plumbing Contractor are to be appropriately protected by the Plumbing Contractor against theft, damage and scratching during construction and until final acceptance. 20. Shop drawings showing all proposed piping and equipment layouts for coordination with the work of other contractors. Catalogue cuts of all equipment, fixtures and fittings to be furnished hereunder. 21. Compliance with all requirements of the General Conditions and Supplemental General Conditions portions of the Contract Documents including, for example but without limitation, insurance, submittal, schedules, paperwork, etc. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFOR.NIATION FOR BIDDERS Page 18 of 31 22. Coordination of performance of Plumbing work with Construction Manager and other Prime Contractors, their subcontractors, and others performing work on the Site. 23. Provide, at no additional cost to the Owner, all necessary temporary power, water and light, as required for the performance of the Plumbing work, until such time as the temporary utility services for use by all contractors have been established and activated by the Prime Contractors for Electrical and Plumbing work. 24. Comeback, as necessary, if Construction Manager determines sequence of Project operations requires areas to be temporarily left out, omitted or performed out of sequence. 25. All drip pan drain piping. 26. Testing of lines. 27. Guarantees and warranties. 28. All firestopping for Plumbing work. 29. All temporary heating as necessary to complete the work of this section. 30. All access doors for access to all work of this contract. Access doors to be installed by General Contractor EXCLUSIONS The Plumbing Contract does not include: a. Plumbing work beyond five feet outside of the building footprints. b. Furnishing or installation of the Domestic Hot Water Tanks. C. Furnishing gas meters. d. Installation and final connection of gsg r44g8s. `C rsc}1C'� A'PPIrAarlt,t�. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORNuyr ON FOR BIDDERS Page 19 of 31 v Electric Work Contract The Electrical Contractor shall furnish, install, supply and perform, in a good and workmanlike manner and in accordance with all requirements of the Contract Documents, and for the all inclusive Lump Sum Contract Price, all labor, materials, tools, equipment, plant, accessories, supplies, transportation, trucking, supervision, permits, licenses, fees, taxes, services and administration, necessary, required, called for, or reasonably inferrible from, by or among the Plans, Specifications and other Contract Documents, for the complete performance of all Electrical work including, but not limited to, the following: 1. All light and power wiring. 2. All raceways. 3. All outlet, junction and pull boxes. 4. All safety switches. 5. All fuses and circuit breakers. 6. All panelboards and backboards. 7. All grounding and GFI's. 8. All new underground electrical service. 9. All service conductors and transformers. 10. All conductors for telephone and/or cable T.V. wiring including backboards. 11. All meter sockets and pans and preparations for electrical meter installations by Utility Company. 12. All Smoke detectors. 13. All control wiring. 14. All fixtures, devices and cover plates. 15. All lighting fixtures. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 IV ORNIATiON FOR BIDDERS Page 20 of 31 16. All bathroom exhaust fans. 17. All power and control wiring of motors, equipment and appliances furnished by others including all necessary wiring for low pressure sewage ejection systema 18. Temporary light and power system. 19. Site lighting system including concrete lighting bases and any excavation necessary to complete the installation. 20. Cable T.V. system, including coordination with Utility Company. 21. Telephone system including coordination with Utility Company. 22. All Electronic Door buzzer systems. 23. Shop drawings showing all proposed transformer and panelboard and meter layouts for coordination with the work of other contractors. Also, catalogue cuts of all equipment, fixtures and fittings to be furnished hereunder. 24. Compliance with all requirements of the General Conditions and Supplemental General Conditions portions of the Contract Documents including, for example but without limitation, insurance, submittals, schedules, paperwork, etc.. 25. Coordination of performance of Electrical work with Construction Manager and other Prime Contractors, their subcontractors, and others performing work on the Site. 26. Provide, at no additional cost to the Owner, all necessary temporary power, water and light, as required for the performance of the Electrical work, until such time as the temporary utility services for use by all contractors have been established and activated by the Prime Contractors for Electrical and Plumbing work. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 1`FORNLATIOy FOR BIDDERS Page 21 of 31 27. Comeback, as necessary, if Construction Manager determines sequence of Project operations requires areas to be temporarily left out, omitted or performed out of sequence. 28. All firestopping for Electrical work. 29. All temporary heating as necessary to complete the work of this contract. EXCLUSIONS The Electrical Contract does not include: a. Excavation, backfill and service cables to be installed by Consolidated Edison, Telephone Company and Cable T.V. Co. outside of buildings. b. Duct work for bathroom exhaust fans C. Installation and final connections of kitchen appliances. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORNIAT;O` FOR BIDDERS Page 22 of 31 10 BIDDER'S RESPONSIBILITY A EXAMINATION OF CONTRACT DOCUMENTS AND PROJECT SITE Before submitting a bid, the bidder must examine the Bidding Documents thoroughly; visit the work site to familiarize himself with the conditions which will be encountered relating to the character, quality, and quantity of the Work to be performed and the materials to be furnished or removed, or that may in any manner affect the cost, progress, or performance of the Work; familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect the cost, progress, or performance of the Work and the employment of labor thereof; and carefully correlate the Bidder's observations with the requirements of the Contract Documents. Contractors shall be responsible for obtaining written clarifications for any unclear, vague, or contradicting issues prior to submitting a bid. NOTE: A pre-bid conference will be held at 9:00 a.m. on June 11, 1993, at the Hommocks Skating Rink located at Hommocks Road, Larchmont, NY. The project site will be available for inspection at that time. Bidders will be required to identify themselves as a bidder or employee thereof. B EXISTING CONDITIONS The Town will make available to the Bidder information that may be available as to the existing conditions at the work site. Such information shall be given, as the best factual information available, without the assumption of responsibility by the Town for its accuracy or for any conclusions drawn. Bidder shall, at his own expense, make such additional investigations and tests as the Bidder may deem necessary to determine his bid for performance of the Work in accordance with the Bidding Documents. Bidders are advised that all excavation required will be unclassified and the lump sum contract price will cover all site and excavation work whether surface and or sub-surface work is performed completely or partially in earth or rock. No additional compensation will be paid for removal and disposal of rock. On request, the Town will provide the Bidder access to the site to conduct such investigations and tests. The failure or omission of the Bidder to comply with the above requirements will in no way relieve the Bidder from any obligation with the respect to his bid. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMATION FOR BIDDERS Page 23 of 31 11 BIDDER'S REPRESENTATIONS By making a bid, the Bidder represents and warrants to Town that: A Bidder is, and will be, financially responsible and has, and will have, sufficient liquidity to meet its financial responsibilities under the contract and for all other projects in which Bidder is or may become involved; B Bidder has carefully examined the Contract Documents and has visited and examined the site; C From Bidder's investigation, Bidder has satisfied itself as to the nature and location of the proposed work, the general and local conditions, and all matters which may in any way affect the work or its performance; D Bidder fully understands the intent and purpose of the Contract Documents; and E The bidding is based upon the materials, equipment, and systems required by the Contract Documents without exception. Claims for additional compensation and/or extension of time relating to Bidder's noncompliance with its representation and warranties in the preceding sentence will not be allowed. 12 INTERPRETATION OR CORRECTION OF CONTRACT DOCUMENTS' ADDENDA No oral interpretation will be made to any Bidder as to the meaning of the Bidding Documents or any part thereof. Any request for such an interpretation shall be made in writing and submitted to the Architect at least two days prior to the scheduled bid opening. Any interpretation made to a Bidder will be in the form of a written Addendum and, when issued, will be on file at the Office of the Town Administrator, Town of Mamaroneck, at least twenty-four (24) hours before bids are to be opened. In addition, all Addenda will be faxed, with hard copies sent via standard mail, to each person holding Contract Documents. No Bidder shall rely upon any interpretation by any other method. All Addenda shall become part of the Contract Documents and each Bidder shall be bound by such Addenda, whether or not received by the Bidder. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMATION FOR BIDDERS Page 24 of 31 13 WAGE RATES AND SUPPLEMENTS All contractors and Subcontractors are required to pay the prevailing hourly wage rates and the prevailing hourly supplements for the Project as determined by the New York State Department of Labor, in accordance with the provisions of Section 220 of the Labor Law of the State of New York. In preparing his Bid, the Bidder must consider that the wage rates and supplements may be increased during the term of the Project, and projected increases should be included in the Bid. 14 SALES TAX EXEMPTION Sales taxes on materials to be incorporated in the completed project which are sold to the Town pursuant to the provisions of the Contract shall not be included in the bid price. The exemption does not, however, apply to tools, machinery, equipment or to the property purchased by or leased by or to a Contractor or a Subcontractor, or to supplies or materials not incorporated in the completed project. An exemption certificate will be supplied to the Successful Bidder upon Award of Contract. 15 EQUIVALENTS Where, in the Contract Documents, one certain kind, type, brand or manufacture of material is named, it shall be regarded as the required standard of quality. The absence of the "or equal' clause is not meant to exclude competition in any way; similar products of other manufacturers which are equal in quality, performance and equally adaptable for the intended purposes, as determined by the Architect/Engineer, and which are submitted as specified in the Contract Documents, will be considered and may be accepted. 16 PREPARATION OF BIDS Bids must be submitted on the Bid Form included in the Bidding Documents and prepared in the following manner: A All blank spaces on the bid form shall be filled in legibly, in ink or typewritten. If both words and figures are requested, the written words shall be binding on the Bidder. In the event of an error in the sum total of the bid, the bid shall be the sum total of all items in written words. B Erasures and alterations must be initialed by the signer of the Bid. Hommocks Park Apartments Town of Mamaroneck PE&cP No. 2570 INFORMATION FOR BIDDERS Page 25 of 31 C The Bidder shall submit bid in accordance with the Instructions to the Bidders and shall not make any changes in the wording of the bid form or make any stipulations or qualify the Bid in any manner. D The Bidder shall note the receipt of any Addenda which may be issued in the spaces provided on the bid form by entering the number and the date of each Addendum. If no Addenda have been received, insert the word "NONE". Failure to acknowledge Addenda shall be sufficient cause for rejection of the bid. E The Non-Collusive Bidding Certification required by Section 103-d of the General Municipal Law is included in the bid form. F Should a Bidder wish to submit a bid for more than one contract, the Bidder shall prepare all separate forms for each contract. 17 BID SECURITY A Each Bid must be accompanied by bid security which shall not be less than ten percent (10%) of the Base Bid. Bid security shall be submitted in the form of a certified check or bank draft, or a bid bond in a form acceptable to the Town. A bid bond shall be secured by a surety company authorized to do business in the State of New York as a surety. No bid will be considered unless it is accompanied by the required bid security. Certified checks or bank drafts must be payable to the order of the Town of Mamaroneck. B Bid securities will be returned within ten (10) days after the bids P�Dp #Z are opened to Bidders whose bids, in the judgement of the Town, will not be considered in making the Award. All other bid securities-wig mPrt Be ►NcLa Forz- 45 oras. C If the Bidder to whom the Contract is awarded fails, neglects or refuses to execute the Contract, or fails to furnish the Labor and Material Payment and Performance Bonds within five (5) days after receipt of the Notice of Award, the bid security shall be forfeited to the Town as liquidated damages. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFOR:NIATION FOR BIDDERS Page 26 of 31 18 SUBMISSION OF BIDS The Bid must be submitted in a sealed, opaque envelope marked on the outside with: A The Bidder's name and address; B The designation "SEALED BID - CONTRACT FOR: (Contractor shall insert contract name and contract number for which he is submitting a bid.) C The name of the Bid Package and contract for which the bid is submitted. The envelope shall be addressed to the Town Administrator, Town of Mamaroneck, Town Center, 740 West Boston Post Road, Mamaroneck, New York, NY 10543. 19 MODIFICATION OR WITHDRAWAL OF BIDS A A Bid may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at least 24 (twenty-four) hours prior to the scheduled time for opening of Bids. B No Bid may be modified, withdrawn, or cancelled for a period of forty-five (45) days after the date of the Bid opening, and all Bids shall be subject to acceptance by the Town during this period. 20 BIDDER'S QUALIFICATIONS In the consideration and acceptance of any bid, the Town shall be entitled to exercise every measure of lawful discretion evaluating the financial history and ability of the Bidder and its past performance in ventures of this or similar nature. Such data will be considered either as a material or controlling factor in the acceptance of any bid submitted. Bidders must prove to the satisfaction of the Town that they are reputable, reliable and responsible, and shall have the proven capability of successfully performing and completing projects of a similar nature and with similar requirements. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMATION FOR BIDDERS Page 27 of 31 Me envelope . V er-:Ciad Ft..t,.... entr..il,.,,,; items ;ho ild a Provided ■ i r s e successfully completed by the i r joints 44 L-afttiun of work U-i Date of awafd on 4- C�rtr�ciariroul�t ed vi' e inices lotre .. rt.., :1.1a ranracantnta C +Le rk. ted W4h the-' id1he Town may request such other information as it deems necessary to provide either an approval or disapproval of the Bidder, which may include (but not be limited to) the following: A Provide a list of similar data on projects currently awarded to the Bidder, but not yet completed. B A current financial statement of assets and liabilities of the Bidder, duly signed and notarized. C Names and addresses of all company officers, length of time company has been in business and field experience of officers, foremen, etc. D A list of construction equipment available for use in performance of this project. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMATION FOR BIDDERS Page 28 of 31 The Town may make any investigation it deems necessary to assure itself of the ability of the Bidder to perform the work. R" ArJ-1 C 00n%A" The Town reserves the right to reject all proposals ond- e-aeeept t AD'c2 40e the lowest bid TrCFtVM 21 PERFORMANCE BOND: LABOR AND MATERIAL PAYMENT BOND The successful Bidder will be required, prior to the execution of the contract, to furnish the following surety bonds issued by a surety company approved by the Town and authorized to do business in the State of New York as a surety: A Performance Bond: In an amount not less than One Hundred Percent (100%) of the Contract Price. B Labor and Material Payment Bonds: In an amount not less than One Hundred Percent (100%) of the Contract Price. The premiums for such bonds shall be paid by the Bidder. The bonds shall be written on forms as described in the Contract Documents. The Bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney indicating the monetary limit of such power. As part of the bid form, Contractor shall submit proof of bondability. 22 INSURANCE The successful Bidder will be required to maintain all insurances as provided in the Contract Documents. Coverage shall include all activities undertaken by the bidder in performance of the Contract. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORMATION FOR BIDDERS Page 29 of 31 23 CONSIDERATION OF BIDS_ ACCEPTANCE OF BID (AWARD) A The Town shall have the right to reject any and all Bids; to reject a Bid not accompanied by the required bid security or by other data required by the Contract Documents; to reject a Bid which is in any way incomplete or irregular; and to waive any informality in a bid. B The Contract will be awarded, if at all, the the lowest responsible bidder as determined by the Town and the Housing Authority. The award of Contract will be made by written Notice of Award signed by duly authorized representative of the Town, and no other act of the Town shall constitute the acceptance of a Bid. C The acceptance of a bid shall bind the successful Bidder to execute the Contract as provided in Paragraph 24 of the Information for Bidders. 24 EXECUTION OF CONTRACT: SUBMISSION OF SURETY BONDS AND CERTIFICATE OF INSURANCE The Bidders to whom the awards are made shall execute and deliver the Contract required bonds and insurance certificates to the Town within five (5) days of Notice of Award. 25 COMMENCEMENT OF WORK The BIDDER to whom a Contract has been awarded and shall be prepared to proceed within -24 h ti-s of issuance of the Notice to Proceed. A�Op Z 7 DAA ev 26 PRE-BID SCHEDULE To assist prospective bidders in evaluating the sequencing and resource requirements which may be necessary for the timely completion of the Project, a time-scaled Pre-Bid CPM Schedule has been prepared (see Drawing CPM-1 and Section 01310 of the Technical Specifications). This schedule is preliminary and for information only. It must be noted, however, that while the Pre-Bid CPM Schedule does not imply a directive on the part of the Authority or the Town regarding a particular sequence for the performance of detailed Work operations, certain overall sequencing requirements must be considered due to the needs of the Project. These scheduling considerations are incorporated into the Pre-Bid CPM Schedule and are specifically detailed in the Contract Documents. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFOR.NIATION FOR BIDDERS Page 30 of 31 Bidders are advised to acquaint themselves with all scheduling requirements as described in the Contract Documents, including without limitation, the General Conditions, Supplemental General Conditions and the Technical Specifications. While the Pre-Bid Schedule presents a general indication of the overall timing that might be anticipated for the Project, and the general levels of concurrency which may be required, all bidders are advised that the official Construction CPM Schedule for the Project will be developed with the successful Contractors and the Construction Manager following Contract Award, and this Schedule may differ from the Pre-Bid Schedule. The official schedule must, however, adhere to the special scheduling requirements contained in the Contract Documents. Due to the importance of thoroughly planning all Work prior to construction, all Bidders are advised that the successful Bidders must meet with the Construction Manager immediately following Contract Award to develop the detailed schedule which will be used to control and monitor the Project in accordance with Contract requirements. Contractors are expected to be fully prepared to furnish all contractually required scheduling information including sequencing, activity time durations, and activity costs within 10 days of Contract Award so that the approved Working schedule can be activated. All time durations shown on the Pre-Bid CPM Schedule are presented in Working days, assuming 5 Working days per Work week. Holidays have been incorporated into the CPM data file and are, thus, specifically accounted for in the Pre-Bid CPM Schedule. The following Holidays have been treated as "non-work" days in the Project Schedule: New Year's Day President's Day Memorial Day Independence Day Labor Day Thanksgiving Day Christmas Day Martin Luther King Day The calendar dated Pre-Bid Schedule is based upon an assumed Contract award A100 date, If the actual award occurs earlier or later than this date, appropriate adjustments will be made to the contractual completion date. The Pre-Bid CPM Schedule is summary in nature and does not purport to specifically represent all of the Work required under this Contract. The full scope for the Project is defined in the Contract Documents. The omission of any element of Work from the Pre-Bid Schedule does not alter the contractual requirements defined in the Contract Documents. Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 INFORNIATION FOR BIDDERS Page 31 of 31 The Pre-Bid CPM Schedule should not be construed as guaranteeing any Contractor the ability to proceed with construction in accordance with the sequencing and timing shown. All Bidders are expected to confirm the feasibility of their construction sequencing and timing as an integral part of their Bidding effort. Elements of the Pre-Bid CPM Schedule The Pre-Bid CPM Schedule has been prepared and organized to reflect Work associated with major Phases of the Project. The first major component of the Schedule addresses the Pre-Construction Phase of the project. This area depicts the advertisement and release of the bid packages. Activities have been incorporated into the Schedule to identify the award of contracts to the successful Bidders and their subsequent mobilization, and layout and coordination processes. Immediately following the activities depicting the Pre-Construction Phase, the schedule has been developed to monitor procurement sequences which involve the preparation of shop drawings and the fabrication and delivery of long-lead items. The third Phase of the Pre-Bid CPM Schedule identifies the Work operations and major trades required for the construction. It is important to note that all three Phases of the Project are interrelated within the Schedule in order to provide an integrated network of logic. This provides a vehicle to monitor selected milestones as Work progresses, as well as the ability to monitor the effect that the status of these milestones have on the achievement of Final Project Completion. 27 COMPLETION OF WORK Successful bidder will be required to complete all of its Work under the Contract within 396 calendar days after issuance of the written Notice to Ano2- Proceed. Tar-n►�F sEr �-,� ,,� -Mt wM s�a��, g�T ►,� 1Jo C�p,Se 5r1R�— "M�5?1w1F1�-loo ��cct�'b Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HOMMOCKS PARK APART;\IENTS CONTRACT NO. TA-93-1: SITE NVORK Page 1 of 6 The following proposal is hereby made to The Town of Mamaroneck: The Undersigned hereby proposes and agrees to perform all the Work and furnish all things required for SITE WORK, all in accordance with the Contract Documents for the following lump sum: Total Base Bid in Numbers Dollars Total Base Bid in Words The undersigned hereby certifies that the above lump sum includes all costs, bonds, insurances, taxes, etc. as required by the Contract Documents. The undersigned proposes the following Site Work line items: Item No. Description Amount 1 All excavating, backfilling, compaction and additional fill for gas and electric utility lines $ 2 All excavating, backfilling, compaction and additional or building footings and foundations $ Z 3 All general cut excavation work $ 4 All asphalt paving work, including excavation $ 5 All concrete curbing work, including excavation $ 6 All concrete sidewalks and ramps, including excavation $ 7 Complete storm drainage system, including all structures, piping, connections to roof drains, excavation, backfilling, compaction and additional fill $ Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HONINIOCKS PARK APARTMENTS CONTRACT NO. TA-93-1: SITE WORK Page 2 of 6 Line Item Description Amount 8 Complete sanitary sewer system, including all excavation, compaction, additional fill, backfill, structures and piping to within 5'-0" of building line, excluding Sanitary Sewer Structure No. 3 and all equipment and plumbing contained therein, including excavation, backfilling, compaction, and additional fill $ 9 Complete lift station system, including Sanitary Sewer Structure No. 3 and all equipment contained therein, all including remote pump controls, excavation, backfilling, compaction and additional fill $ 10 Complete domestic and fire water systems installed "on site", including all excavation, backfill, structures, meters, valves and piping to within 5'-0" of building line $ 11 Complete domestic and fire water systems installed "off site", including tie-in, all excavation, backfill, structures, meters, valves and piping to within 5'-0" of building line $ 12 All foundation drain piping $ 13 All landscaping work $ 14 All concrete work for footings, foundations and flat slabs, including damp-proofing $ 15 Installation of all crawl space access panels $ ALTERNATES: The undersigned proposes the following additions/deletions: Item No. Description Amount Deduct Add 1 Provide sod in lieu of seeding $ 2 Provide landscape sprinkler system as specified $ 3 Delete foundation drains and related drainage fill $ Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 Bid for Furnishing all Labor and :Material Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-93-1: SITE WORK Page 3 of 6 UNIT PRICES: Unit prices given below represent the cost, in place, for each item of material or equipment. Unit prices include labor, material, overhead, profit, additional insurance, taxes and all other charges of any kind. Unit prices shall apply to either increases or decreases in materials or equipment and be valid until Contract completion. The undersigned hereby stipulates that the following Unit Prices are in accordance with the Contract Documents: Asphalt Paving per SF $ Foundation Drains per LF $ 6" Pipe for Storm Water per LF $ 12" Pipe for Storm Water per LF $ 15" Pipe for Storm Water per LF $ 4" Pipe for Sanitary Sewer per LF $ 6" Pipe for Sanitary Sewer per LF $ 8" Pipe for Sanitary Sewer per LF $ 2" Pipe for Domestic Water per LF $ 6" Pipe for Domestic Water per LF $ 8" Pipe for Domestic Water per LF $ 10" Pipe for Domestic Water per LF $ 12" Pipe for Domestic Water per LF $ Earth Excavation per CU.YD $ Rock Excavation per CU.YD $ Trench Excavation of Rock per CU.YD $ Trench Excavation of Earth per CU.YD $ Concrete Walks per SF $ Concrete Stairs per Tread $ Concrete Footing and Foundation, including Excavation per CU.YD $ Hommocks Park Apartments Bid for Furnishing all Labor and Material Necessary and Required for: HOhIMOCKS PARK APARTMENTS CONTRACT NO. TA-93-1: SITE WORK Page 4 of 6 KNOWLEDGE OF LOCAL CONDITIONS AND CONTRACT DOCUMENTS: The Undersigned has examined the location of the proposed work, drawings, specifications and other Contract Documents and is familiar with local conditions at the place where the Work is to be performed. PROPOSAL PERIOD: The Undersigned agrees to hold bid open for a forty-five (45) day period following the scheduled time for the opening of bids. EXECUTION OF AGREEMENT AND FURNISHING BOND: Within five (5) days after being awarded the Contract, the Undersigned agrees to execute the Contract and to furnish Performance and Payment Bonds in an amount equal to 100 percent of the Contract price, and Certificate of Insurance as required by the Contract Documents. ADDENDA: The Undersigned hereby acknowledges receipt of the following addenda: Addendum # Date NON-COLLUSIVE BIDDING CERTIFICATION: Pursuant to Section 103-d of the General Municipal Law of the State of New York, by submission of this Bid, the Bidder and each person signing on behalf of the Bidder certifies, and in the case of a joint Bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: 1 The prices in this Bid have been arrived at independently without collusion, consultation, communication or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other Bidder or with any competitor; Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-93-1: SITE WORK Page 5 of 6 2 Unless otherwise required by law, the prices which have been quoted in this Bid have not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to opening, directly or indirectly, to any other Bidder or to any competitor; and 3 No attempt has been made or will be made by the Bidder to induce any other person, partnership or corporation to submit or not to submit a Bid for the purpose of restricting competition. 114 SCPT The signature of the Bidder to this Bid shall be deemed a specific subscription Co'cp Z� to the certificate required under Section 103-d of the General Municipal Law, and the Bidder affirms that the statements herein contained are true under the penalties of perjury. THE TOWN'S RIGHTS RESERVED: The Undersigned understands that the Town reserves the right to reject any or all proposals or to waive any formality or technicality in any proposal. COMMENCEMENT OF WORK The BIDDER shall agree to produce the requisite bond and completed contract within five (5) calendar days of Notice of Award and shall be prepared to proceed within 24 hours of Notice to Proceed. The above proposal is hereby respectfully submitted by: BIDDER: BIDDER IS: INDIVIDUAL ( ) PARTNERSHIP ( ) CORPORATION ( ) BIDDER'S ADDRESS: SIGNED BY: TITLE: TELEPHONE: Day ( ) Night ( ) Emergency ( ) Fax ( ) Hommocks Park Apartments Town of Mamaroneck Bid for Furnishing all Labor and Material Necessar} and Required for: HONINIOCKS PARK APARTh1ENTS CONTRACT NO. TA-93-1: SITE NVORK Page 6 of 6 FEDERAL ID/ SOCIAL SECURITY NO. DATE: If Bidder is a Partnership, fill in the following blanks: NAMES OF PARTNERS RESIDENCE OF PARTNERS If Bidder is a Corporation, fill in the following blanks: ORGANIZED UNDER THE LAWS OF THE STATE OF: NAME AND .ADDRESS OF PRESIDENT: NAME AND ADDRESS OF SECRETARY: NAME AND ADDRESS OF TREASURER: Hommocks Park Apartments Town of Mamaroneck PE&P No. 2570 BOND NO. BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned (Bidder's legal name and address) as Principal and (Surety's legal name and address) as Surety, are hereby held and firmly bo Nw New York 10 43 the Town f Mamaronecin the penalksum of Center, 740 West Boston Post Road, Mamaroneck, e or in the full and just sum of the difference between (insert ten percent of amount of bid) the total bid of the Principal and the total bid of the bidder submitting the next lowest bid, whichever sum shall be higher, for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Executed this day of 19 The condition of the above obligation is such that whereas the Principal has submitted to the Town of Mamaroneck a certain bid, attached hereto and made a part hereof, to enter into a Contract in writing for the (Insert Project Title and Contract Number) NOW, THEREFORE, (a) If said bid shall be rejected or, in the alternate (b) If said bid shall be accepted and the Principal shall execute and deliver a properly completed Contract in the form of Contract attached hereto in accordance with said bid,and shall furnish a Bond for the faithful Performance of said Contract by the Principal, and for the Payment of said persons performing Labor or furnishing Materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said bid, then this obligation shall be void, otherwise the same shall remain in full force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and said Surety's Bond in no way shall be impaired or affected by any extension of time within which the Town may accept such bid, and said Surety does hereby waive notice of any such extension, IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and if they are corporations have eer officers, the dayir rate seals and year f�be setereto forth ablove� and these presents to be signed by the proper (L.S.) (SEAL) Principal (Insert Name of Bidder) By (Title) Surety (Insert Name of Surety) (SEAL) By (Title) ACKNOWLEDGEMENT OF CONTRACTOR IF A CORPORATION STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 before me personally came to me known, who, being by me duly sworn, did depose and say that he resides at that he is the of the corporation described in and which executed the (insert title) above instrument as Principal, and that he signed his name thereto by order of the Board of Directors of said corporation. Notary Public OF CONTRACTOR IF A PARTNERSHIP ACKNOWLEDGEMENT STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 before me personally came to (insert full name and address) me known to me to be a member of the firm described (insert legal name of partnership) in and who executed the foregoing instrument as Principal; and he duly acknowledged to me that he executed the same for and.in behalf of said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF CONTRACTOR IF AN INDIVIDUAL STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known (insert full name and address) and known to me to be the person described in and who executed the foregoing instrument as Principal and he duly acknowledged that he executed the same. Notary Public ATTORNEY IN FACT ACKNOWLEDGEMENT STATE OF NEW YORK ) ss: COUNTY OF ) On the day of 19 , before me personally came the attorney in fact of the Surety named in the foregoing Labor and Material Bond to me known to be the individual described in and who, as such attorney, executed the foregoing Bond, and acknowledged that he executed the same as the Act and deed of the said party or parties therein described as Surety, and for the purpose therein mentioned, by virtue of a power of attorney duly executed and acknowledged by the said Surety bearing the date of day of 19 ;-and that said power of attorney is still in full force. Notary Public ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known, who, being by me duly sworn, did depose and say that he resides at , that he is the of , (Insert title) (Insert name of Surety) the corporation described in and which executed the above instrument; and that he signed his name thereto by order of the Board of Directors of said corporation. Notary Public Bid for Furnishing all Labor and Material Necessary and Required for: HOMNIOCKS PARK APARTMENTS CONTRACT HA-93-1: GENERAL CONSTRUCTION WORK Page 1 of 7 The following proposal is hereby made to The Town of Mamaroneck Housing Authority: The Undersigned hereby proposes and agrees to perform all the work and furnish all things required for GENERAL CONSTRUCTION WORK, all in accordance with the Drawings, Specifications and other Contract Documents for the following stipulated amounts: Total Base Bid in Numbers Dollars Total Base Bid in Words The undersigned hereby certifies that the above lump sum includes all costs, bonds, insurances, tares, etc. as required by the Contract Documents. The undersigned proposes the following General Construction Work line items: Item No. Description Amount 1 All chain link fencing $ 2 All metal fabrications, excluding all exterior metal railing, excluding air conditioning sleeves $ 3 All air conditioning sleeves $ 4 All exterior metal railing $ 5 All raised pressure treated wood walkways and rails $ 6 All rough carpentry work $ 7 All exterior finish carpentry work $ 8 All interior finish carpentry work $ Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Material NecessarN and Required for: HOMNIOCKS PARK APARTMENTS CONTRACT HA-93-1: GENERAL CONSTRUCTION WORK Page 2 of 7 Item No. Description Amount 9 All roofing work $ 10 All drywall work, including taping $ 11 All painting work $ 12 All kitchen appliances, including final electrical and plumbing connections $ 13 All composition flooring $ 14 All carpet, including underlayment and preparation $ 15 All insulation $ 16 All spiral stairs $ 17 All gutters and downspouts $ 18 All caulking $ 19 All appliances $ 20 All kitchen and bath casework, including kitchen counter tops, excluding bathroom vanity tops with integral bowls $ 21 Cultured marble bathroom vanity tops with integral bowls $ 22 Windows $ 23 Doors $ 24 Door hardware $ 25 Garage doors $ 26 Bathroom accessories and medicine cabinets $ 27 All window blinds $ Hommocks Park Apartments Town of Mamaroneck Housing .Authority PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT HA-93-1: GENERAL CONSTRUCTION WORK Page 3 of 7 ALTERNATES: The undersigned proposes the following additions/deletions: Item No. Description Amount Deduct Add I Provide 14" deep wood trusses in lieu of 16". Truss manufacturer to maintain engineering structural design criteria shown on drawings $ 2 Provide vinyl siding system in lieu of cedar wood siding. Acceptable products are: ° Classic 3, as manufactured'by Wolverine Technologies • Milcrest, as manufactured by Certainteed Corporation All door, window, corner and miscellaneous trim to remain as shown in drawings. Vinyl siding system shall include all miscellaneous termination trim such as channels, etc. 3 Provide cedar shingle siding to be installed as individual shingles in lieu of manufactured panels $ 4 Provide vinyl clad wood windows as manufactured by Anderson or approved equal, in lieu of those specified. Maintain window size and a configuration to within 2" of those specified $ 5 Provide Imperial welded double hung vinyl windows as manufactured by Acadia Windows and doors or approved equal, in lieu of those specified. Maintain window size and a con- figuration to within 2" of those specified $ 6 Substitute finger jointed interior wood trim for that specified $ 7 Paint interior trim in lieu of stain $ 8 Provide 24" fixed cabinetry panel in lieu of dishwashers NNl l5o? $ w hplp#2 Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT HA-93-1: GENERAL CONSTRUCTION WORK Page 4 of 7 Item No. Description Amount Duduct Add 9 Delete staining of wood siding, allow to weather naturally. All other exterior components to remain as specified $ 10 Delete all kitchen appliances, including dish- washer and all final electrical and plumbing connections $ UNIT PRICES: Unit prices given below represent the cost, in place, for each item of material or equipment. Unit prices include labor, material, overhead, profit, additional insurance, taxes and all other charges of any kind. Unit prices shall apply to either increases or decreases in materials or equipment and be valid until Contract completion. The undersigned hereby stipulates that the following Unit Prices are in accordance with the Contract Documents: Sheet Vinyl Flooring per SQ.YD $ 2 x 4 Stud Partitions, including Drywall, per LF $ Drywall, including Tape and Float, per SF $ Roofing, per SF $ Leaders, per LF $ Gutters, per LF $ R-19 Insulation, per SF $ R-30 Insulation, per SF $ Carpet, per SQ.YD $ Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT HA-93-1: GENERAL CONSTRUCTION WORK Page 5 of 7 KNOWLEDGE OF LOCAL CONDITIONS AND CONTRACT DOCUMENTS: The Undersigned has examined the location of the proposed work, drawings, specifications and other Contract Documents and is familiar with local conditions at the place where the Work is to be performed. PROPOSAL PERIOD: The Undersigned agrees to hold bid open for a forty-five (45) day period following the scheduled time for the opening of bids. EXECUTION OF AGREEMENT AND FURNISHING BOND: Within five (5) days after being awarded the Contract, the Undersigned agrees to execute the Form of Agreement and to furnish Performance and Payment Bonds in an amount equal to 100 percent of the Contract price, and Certificate of Insurance as required by the Contract Documents. ADDENDA: The Undersigned hereby acknowledges receipt of the following addenda: Addendum # Date NON-COLLUSIVE BIDDING CERTIFICATION: Pursuant to Section 103-d of the General Municipal Law of the State of New York, by submission of this Bid, the Bidder and each person signing on behalf of the Bidder certifies, and in the case of a joint Bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Nlaterial Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT HA-93-1: GENERAL CONSTRUCTION WORK Page 6 of 7 1 The prices in this Bid have been arrived at independently without collusion, consultation, communication or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other Bidder or with any competitor; 2 Unless otherwise required by law, the prices which have been quoted in this Bid have not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to opening, directly or indirectly, to any other Bidder or to any competitor; and 3 No attempt has been made or will be made by the Bidder to induce any other person, partnership or corporation to submit or not to submit a Bid for the purpose of restricting competition. <1 NSt-rT 4' The signature of the Bidder to this Bid shall be deemed a specific subscription to the certificate required under Section 103-d of the General Municipal Law, and the Bidder affirms that the statements herein contained are true under the penalties of perjury. THE AUTHORITY'S RIGHTS RESERVED: The Undersigned understands that the Authority reserves the right to reject any or all proposals or to waive any formality or technicality in any proposal. COMMENCEMENT OF WORK The BIDDER shall agree to produce the requisite bond and completed contract within five (5) calendar days of Notice of Award and shall be prepared to proceed within 24 hours of Notice to Proceed. The above proposal is hereby respectfully submitted by: BIDDER: BIDDER IS: INDIVIDUAL ( ) PARTNERSHIP ( ) CORPORATION ( ) BIDDER'S ADDRESS: SIGNED BY: TITLE: Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and INIaterial Necessary and Required for: HOMNIOCKS PARK APARTNIENTS CONTRACT HA-93-1: GENERAL CONSTRUCTION WORK Page 7 of 7 TELEPHONE: Day ( ) Night ( ) Emergency ( ) Fax ( ) FEDERAL ID/ SOCIAL SECURITY NO. DATE: If Bidder is a Partnership, fill in the following blanks: NAMES OF PARTNERS RESIDENCE OF PARTNERS If Bidder is a Corporation, fill in the following blanks: ORGANIZED UNDER THE LAWS OF THE STATE OF: NAME AND ADDRESS OF PRESIDENT: NAME AND ADDRESS OF SECRETARY: NAME AND ADDRESS OF TREASURER: Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing All Labor and Material Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-93-2: HEATING WORK Page 1 of 5 The following proposal is hereby made to The Town of Mamaroneck Housing Authority: The Undersigned hereby proposes and agrees to perform all the work and furnish all things required for HEATING WORK, all in accordance with the Drawings, Specifications and other Contract Documents for the following stipulated amounts: Total Base Bid in Numbers Dollars Total Base Bid in Words The undersigned hereby certifies that the above lump sum includes all costs, bonds, insurances, taxes, etc. as required by the Contract Documents. The undersigned proposes the following Heating Work line items: Item No. Description Amount I Drain pans, including piping $ 2 Boiler and hot water heaters $ 3 Heating distribution equipment $ 4 Piping insulation $ 5 Duct work for exhaust fans and dryer vents $ 6 Temperature controls $ 7 Access doors (furnish) $ Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing All Labor and Material Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-93-2: HEATING WORK Page 2 of 5 ALTERNATES: The undersigned proposes the following additions/deletions: Item No. Description Amount Deduct Add I Provide independent gas fired boiler systems in each mechanical room. Boiler shall be HE-3 as manufactured by Weill McLean or approved equal and shall be of high efficiency pulse type construction. System shall include all intake and exhaust ductwork and terminations. System shall include PVC as specified. $ UNIT PRICES: Unit prices given below represent the cost, in place, for each item of material or equipment. Unit prices include labor, material, overhead, profit, additional insurance, taxes and all other charges of any kind. Unit prices shall apply to either increases or decreases in materials or equipment and be valid until Contract completion. The undersigned hereby stipulates that the following Unit Prices are in accordance with the Contract Documents: Pipe Insulation, per LF $ 3/4" Pipe for Hot Water Distribution, per LF $ Fin Tube Convectors, including Cover, per LF $ Thermostats - each $ KNOWLEDGE OF LOCAL CONDITIONS AND CONTRACT DOCUMENTS: The Undersigned has examined the location of the proposed work, drawings, specifications and other Contract Documents and is familiar with local conditions at the place where the Work is to be performed. Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing All Labor and Material Necessary and Required for: HONINIOCKS PARK APARThIENTS CONTRACT NO. TA-93-2: HEATING WORK Page 3 of 5 PROPOSAL PERIOD: The Undersigned agrees to hold bid open for a forty-five (45) day period following the scheduled time for the opening of bids. EXECUTION OF AGREEMENT AND FURNISHING BOND: Within five (5) days after being awarded the Contract, the Undersigned agrees to execute the Form of Agreement and to furnish Performance and Payment Bonds in an amount equal to 100 percent of the Contract price, and Certificate of Insurance as required by the Contract Documents. ADDENDA: The Undersigned hereby acknowledges receipt of the following addenda: Addendum # Date NON-COLLUSIVE BIDDING CERTIFICATION: Pursuant to Section 103-d of the General Municipal Law of the State of New York, by submission of this Bid, the Bidder and each person signing on behalf of the Bidder certifies, and in the case of a joint Bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: I The prices in this Bid have been arrived at independently without collusion, consultation, communication or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other Bidder or with any competitor; 2 Unless otherwise required by law, the prices which have been quoted in this Bid have not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to opening, directly or indirectly, to any other Bidder or to any competitor; and Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&cP No. 2570 Bid for Furnishing .all Labor and Material Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-93-2: HEATING WORK Page 4 of 5 3 No attempt has been made or will be made by the Bidder to induce any other person, partnership or corporation to submit or not to submit a Bid for the purpose of restricting competition. INStw'r 4• The signature of the Bidder to this Bid shall be deemed a specific subscription (SK AOD � to the certificate required under Section 103-d of the General Municipal Law, and the Bidder affirms that the statements herein contained are true under the penalties of perjury. THE AUTHORITY'S RIGHTS RESERVED: The Undersigned understands that the Authority reserves the right to reject any or all proposals or to waive any formality or- technicality in any proposal. COMMENCEMENT OF WORK The BIDDER shall agree to produce the requisite bond and completed contract within five (5) calendar days of Notice of Award and shall be prepared to proceed within 24 hours of Notice to Proceed. The above proposal is hereby respectfully submitted by: BIDDER: BIDDER IS: INDIVIDUAL ( ) PARTNERSHIP ( ) CORPORATION ( ) BIDDER'S ADDRESS: SIGNED BY: TITLE: TELEPHONE: Day Night ( ) Emergency Fax ( 1 FEDERAL ID/ SOCIAL SECURITY NO. DATE: Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing All Labor and %laterial Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-93-2: HEATING WORK Page 5 of 5 If Bidder is a Partnership, fill in the following blanks: NAMES OF PARTNERS RESIDENCE OF PARTNERS If Bidder is a Corporation, fill in the following blanks: ORGANIZED UNDER THE LAWS OF THE STATE OF: NAME AND ADDRESS OF PRESIDENT: NAME AND ADDRESS OF SECRETARY: NAME AND ADDRESS OF TREASURER: Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and ;Material Necessary and Required for: HOMMOCKS PARK APARTNIENTS CONTRACT NO. TA-93-3: ELECTRICAL WORK Page 1 of 5 The following proposal is hereby made to The Town of Mamaroneck Housing Authority: The Undersigned hereby proposes and agrees to perform all the work and furnish all things required for ELECTRICAL WORK, all in accordance with the Drawings, Specifications and other Contract Documents for the following stipulated amounts: Total Base Bid in Numbers Dollars Total Base Bid in Words The undersigned hereby certifies that the above lump sum includes all costs, bonds, insurances, taxes, etc. as required by the Contract Documents. Item No. Description Amount 1 Main disconnects $ 2 Distribution panels $ 3 Light and paver wiring $ 4 Light fixtures, excluding fixture types G and J $ 5 Site lighting system, including excavation and underground wiring, and fixtures G & J $ 6 Bathroom exhaust fans $ 7 Telephone system $ 8 Cable television system $ 9 Temporary lighting and power provisions $ 10 All electrical work associated with sewage lift station $ Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Nlaterial Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-93-3: ELECTRICAL WORK Page 2 of 5 ALTERNATES: The undersigned proposes the following additions/deletions: Item No. Description Amount Deduct Add 1 Provide 30 amp., 240V. circuit in each apartment for electric hot water heater in each mechanical room $ UNIT PRICES: Unit prices given below represent the cost, in place, for each item of material or equipment. Unit prices include labor, material, overhead, profit, additional insurance, taxes and all other charges of any kind. Unit prices shall apply to either increases or decreases in materials or equipment and be valid until Contract completion. The undersigned hereby stipulates that the following Unit Prices are in accordance with the Contract Documents: Outlets - each $ Devices, including Circuiting - each $ Light Fixtures - each $ Fixture Type "G", including Bases - each $ Fixture Type "J", including Bases - each $ KNOWLEDGE OF LOCAL CONDITIONS AND CONTRACT DOCUNIENTS: The Undersigned has examined the location of the proposed work, drawings, specifications and other Contract Documents and is familiar with local conditions at the place where the Work is to be performed. PROPOSAL PERIOD: The Undersigned agrees to hold bid open for a forty-five (45) day period following the scheduled time for the opening of bids. Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HOMNIOCKS PARK APARTMENTS CONTRACT NO. TA-93-3: ELECTRICAL WORK Page 3 of 5 EXECUTION OF AGREEMENT AND FURNISHING BOND: Within five (5) days after being awarded the Contract, the Undersigned agrees to execute the Form of Agreement and to furnish Performance and Payment Bonds in an amount equal to 100 percent of the Contract price, and Certificate of Insurance as required by the Contract Documents. ADDENDA: The Undersigned hereby acknowledges receipt of the following addenda: Addendum # Date NON-COLLUSIVE BIDDING CERTIFICATION: Pursuant to Section 103-d of the General Municipal Law of the State of New York, by submission of this Bid, the Bidder and each person signing on behalf of the Bidder certifies, and in the case of a joint Bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: 1 The prices in this Bid have been arrived at independently without collusion, consultation, communication or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other Bidder or with any competitor; 2 Unless otherwise required by law, the prices which have been quoted in this Bid have not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to opening, directly or indirectly, to any other Bidder or to any competitor; and 3 No attempt has been made or will be made by the Bidder to induce any other person, partnership or corporation to submit or not to submit a Bid for the purpose of restricting competition. t NSA,-r- 4 . (stT Apo 42) Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HOMMOCKS PARK APARTh1ENTS CONTRACT NO. TA-93-3: ELECTRICAL WORK Page 4 of 5 The signature of the Bidder to this Bid shall be deemed a specific subscription to the certificate required under Section 103-d of the General Municipal Law, and the Bidder affirms that the statements herein contained are true under the penalties of perjury. THE AUTHORITY'S RIGHTS RESERVED: The Undersigned understands that the Authority reserves the right to reject any or all proposals or to waive any formality or technicality in any proposal. COMMENCEMENT OF WORK The BIDDER shall agree to produce the requisite bond and completed contract within five (5) calendar days of Notice of Award and shall be prepared to proceed within 24 hours of Notice to Proceed. COMPLETION OF WORK: The above proposal is hereby respectfully submitted by: BIDDER: BIDDER IS: INDIVIDUAL ( ) PARTNERSHIP ( ) CORPORATION ( ) BIDDER'S ADDRESS: SIGNED BY: TITLE: TELEPHONE: Day ( ) Night ( ) Emergency ( ) Fax L_ ) FEDERAL ID/ SOCIAL SECURITY NO. DATE: Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HONIMOCKS PARK APARTMENTS CONTRACT NO. TA-93-3: ELECTRICAL WORK Page 5 of 5 If Bidder is a Partnership, fill in the following blanks: NAMES OF PARTNERS RESIDENCE OF PARTNERS If Bidder is a Corporation, fill in the following blanks: ORGANIZED UNDER THE LAWS OF THE STATE OF: NAME AND ADDRESS OF PRESIDENT: NAME AND ADDRESS OF SECRETARY: NAME AND ADDRESS OF TREASURER: Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Material Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-92-4: PLUMBING WORK Page 1 of 5 The following proposal is hereby made to The Town of Mamaroneck Housing Authority: The Undersigned hereby proposes and agrees to perform all the work and furnish all things required for PLUMBING WORK, all in accordance with the Drawings, Specifications and other Contract Documents for the following stipulated amounts: Total Base Bid in Numbers Dollars Total Base Bid in Words The undersigned hereby certifies that the above lump sum includes all costs, bonds, insurances, taxes, etc. as required by the Contract Documents. The undersigned proposes the following Plumbing Work line items: Item No. Description Amount I Gas piping within buildings to gas meters $ 2 Domestic water piping within buildings to five feet beyond building lines $ 3 Sanitary sewer piping within buildings to five feet beyond building lines $ 4 Plumbing fixtures, excluding bathroom lavatory basins to be provided by General Contractor $ 5 Rough-ins and service terminations for washers and dryers $ 6 Temporary water service $ 7 Insulation $ 8 All drain pan piping $ Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and %laterial Necessary and Required for: HOhINIOCKS PARK APARTMENTS CONTRACT NO. TA-92-4: PLUMBING WORK Page 2 of 5 ALTERNATES: The undersigned proposes the following additions/deletions: Item No. Description Amount Deduct Add 1 Delete rough-ins for dishwashers $ 2 Provide 40-gallon electric hot water heater system to be located in each mechanical room. Water heater to be MI40T505 as manufactured by Bradford White. System to include PVC drain pan and piping connections and routing similar to that shown for boiler drain pans. $ UNIT PRICES: Unit prices given below represent the cost, in place, for each item of material or equipment. Unit prices include labor, material, overhead, profit, additional insurance, taxes and all other charges of any kind. Unit prices shall apply to either increases or decreases in materials or equipment and be valid until Contract completion. The undersigned hereby stipulates that the following Unit Prices are in accordance with the Contract Documents: 3/4" water pipe, per LF $ 4" water pipe, per LF $ 2" vent pipe, per LF $ 3/4" gas pipe, per LF $ Pipe Insulation per LF $ Hose Bibbs - each $ Access Door - each $ KNOWLEDGE OF LOCAL CONDITIONS AND CONTRACT DOCUINIENTS: The Undersigned has examined the location of the proposed work, drawings, specifications and other Contract Documents and is familiar with local conditions at the place where the Work is to be performed. Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Nlaterial Necessary and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-92-4: PLUMBING WORK Page 3 of 5 PROPOSAL PERIOD: The Undersigned agrees to hold bid open for a forty-five (45) day period following the scheduled time for the opening of bids. EXECUTION OF AGREEMENT AND FURNISHING BOND: Within five (5) days after being awarded the Contract, the Undersigned agrees to execute the Form of Agreement and to furnish Performance and Payment Bonds in an amount equal to 100 percent of the Contract price, and Certificate of Insurance as required by the Contract Documents. ADDENDA: The Undersigned hereby acknowledges receipt of the following addenda: Addendum # Date NON-COLLUSIVE BIDDING CERTIFICATION: Pursuant to Section 103-d of the General Municipal Law of the State of New York, by submission of this Bid, the Bidder and each person signing on behalf of the Bidder certifies, and in the case of a joint Bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: 1 The prices in this Bid have been arrived at independently without collusion, consultation, communication or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other Bidder or with any competitor; 2 Unless otherwise required by law, the prices which have been quoted in this Bid have not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to opening, directly or indirectly, to any other Bidder or to any competitor; and Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Material NecessarN and Required for: HONIMOCKS PARK APARTMENTS CONTRACT NO. TA-92-4: PLUMBING WORK Page 4 of 5 3 No attempt has been made or will be made by the Bidder to induce any other person, partnership or corporation to submit or not to submit a Bid for the purpose of restricting competition. Iu5Q0.1- 4, The signature of the Bidder to this Bid shall be deemed a specific subscription *.Wf NO to the certificate required under Section 103-d of the General Municipal Law, and the Bidder affirms that the statements herein contained are true under the penalties of perjury. THE AUTHORITY'S RIGHTS RESERVED: The Undersigned understands that the Authority reserves the right to reject any or all proposals or to waive any formality or technicality in any proposal. COMMENCEMENT OF WORK The BIDDER shall agree to produce the requisite bond and completed contract within five (5) calendar days of Notice of Award and shall be prepared to proceed within 24 hours of Notice to Proceed. The above proposal is hereby respectfully submitted by: BIDDER: BIDDER IS: INDIVIDUAL ( ) PARTNERSHIP ( ) CORPORATION ( ) BIDDER'S ADDRESS: SIGNED BY: TITLE: TELEPHONE: Day ( ) Night ( ) Emergency ( ) Fax ( ) Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&P No. 2570 Bid for Furnishing all Labor and Material Necessar} and Required for: HOMMOCKS PARK APARTMENTS CONTRACT NO. TA-92-4: PLUMBING NVORK Page 5 of 5 FEDERAL ID/ SOCIAL SECURITY NO. DATE: If Bidder is a Partnership, fill in the following blanks.- NAMES lanks:NAMES OF PARTNERS RESIDENCE OF PARTNERS If Bidder is a Corporation, fill in the following blanks: ORGANIZED UNDER THE LAWS OF THE STATE OF: NAME AND ADDRESS OF PRESIDENT: NAME AND ADDRESS OF SECRETARY: NAME AND ADDRESS OF TREASURER: Hommocks Park Apartments Town of Mamaroneck Housing Authority PE&cP No. 2570 TOWN OF MAMARONECK CONTRACT THIS AGREEMENT, made and entered into this day of , in the year one thousand nine hundred and by and between Town of Mamaroneck, party of the first part, and Contractor, party of the second part. WITNESSETH: That the parties hereto in consideration of the mutual agreements herein contained, hereby agree as follows: ARTICLE 1. - DEFINITIONS. The following words and expressions, or pronouns used in their stead, shall, wherever they appear in this Contract, be construed as follows, unless a different meaning is clear from the context: 1. "Addendum" or "Addenda" shall mean the additional contract provisions issued in writing by the Town prior to the receipt of bids. 2. Architect - shall mean the person or firm designated in writing by the Town to act as such in relation to this Contract. 3. Authorily shall mean the Town of Mamaroneck Housing Authority, it's agents, servants, employees, or designees, including the Construction Manager, as the case may be. 4. Beneficial Occupancy shall mean the use, occupancy or operation by the Town or its designee of the Work, or any part thereof, for its intended purpose, as evidenced by a certificate of Beneficial Occupancy executed by the Architect. 5. Town of Mamaroneck shall mean the Town, it's agents, servants, employees or designees. 6. Change Order shall mean a written order in any form issued by the Town to the Contractor after execution of this Contract, authorizing or requiring: (a) Extra Work, or deleting or omitting Work, C-1 CONTRACT (a) Extra Work, or deleting or omitting Work, (b) an extension of time to complete Work, (c) an increase or reduction in the payment to the Contractor; or (d) any other change in the Contract (including any change in the Contract Documents) or in the sequence of performing or phasing of the Work. 7. Completion shall mean the completion of all requirements of the Contract. 8. Contract shall mean the agreement between the Town and the Contractor consisting of all the Contract Documents. 9. Contract Documents shall mean all of the following, if any, which were created for or are applicable to Work on the Site: Contract, Notice to Bidders, Advertisement for Bid, Information for Bidders, Form of Bid, Proposal for Bids, the Bid, Notice of Award, General Conditions, Supplemental General Conditions, Detailed Breakdown, Bonds, Shop Drawings, Plans, Drawings, Specifications, Addenda, Change Orders, Surveys, Certificate of Insurance and any supplementary data, together with all provisions of law deemed to be inserted in any of these documents. 10. Contract Work shall mean everything required to be furnished and done by the Contractor by any one or more of the parts of the Contract, except extra Work as hereinafter defined; it being understood that in case of any inconsistency in or between any part or parts of this Contract, the Town shall determine which shall prevail. 11. Contract Time shall mean the period of time allotted in this Contract for completion of the Work. 12. Contractor shall mean all persons, firms, partnerships, corporations,joint ventures or business associations with whom the Contract is made by the Town to do the Work. 13. Other Contractor(s) shall mean a person(s), firm(s), partnership(s), corporation(s), joint venture(s) or business association(s) other than the party of the second part or his subcontractors who has a contract with either the Authority or the Town for Work on or adjacent to the Site of the Project. 14. Construction Manager shall mean the representative of the Town duly designated by it to be its representative at the Site of the Work. 15. Dav shall mean calendar day except as otherwise specifically stated. C-2 CONTRACT 16. Extra Work shall mean any Work not imposed upon the Contractor by the Contract Documents. 17. Final Acceptance shall mean acceptance by the Town of the Work as evidenced by a Certificate of Final Acceptance executed by the Architect. The date of issuance of such Certificate shall determine the commencement date of the guarantee period for the Work. 18. Install shall mean to unload at a delivery point at the Site and perform every operation necessary to establish secure mounting and correct operation at the proper location as required by the terms and conditions of the Contract. 19. Material in Short or Critical Supply shall mean material, as determined by the Town upon written application by the Contractor pursuant to the terms of the Contract, which is not available so as to permit completion of the Work within the Contract Time. 20. Material Specifically Fabricated shall mean material, as determined by the Town upon written application by the Contractor pursuant to the terms of the Contract, which is not available as a standard item(s) without special fabrication. 21. Means and Methods of Construction shall mean labor, materials, tools, plant, construction equipment, and the manner and time of their use, necessary to accomplish the result intended by this Contract. 22. Notice to Proceed shall mean a written Notice from the Town to the Contractor directing the Contractor to commence Work on the Site on a specific date. 23. Proiect shall mean the total construction of which the Work may be the whole or a part, and is defined more particularly in Appendix "A" of the Contract. 24. Site shall mean the location where the Work is to be performed, as indicated in the Contract Documents. 25. Subcontractor shall mean a person,persons, firm,partnership,corporation, joint venture or business association under contract with the Contractor to do a portion of the Work. 26. Substantial Completion shall mean the date of Substantial Completion of the Work as certified by the Architect and Town when construction is sufficiently complete, in accordance with the Contract Documents, so the occupant can occupy or utilize the Work for the use for which it is intended. 27. Work shall mean everything required to be furnished and done by the Contractor under the Contract, and shall include both Contract Work and Extra Work. C-3 CONTRACT ARTICLE 2. - CONTRACT DOCUMENTS. Plans and Specifications are reciprocal and supplementary. Anything shown on the Plans and not mentioned in the Specifications, or mentioned in the Specifications and not shown on the Plans, shall have the same effect as if shown or mentioned in both. The table of contents, titles, captions, headings, running headlines, and marginal notes contained herein and in other Contract Documents are solely to facilitate reference to various provisions of the Contract and in no way affect the interpretation of the provisions to which they refer. Conflicting Conditions - If any provisions of the Contract Documents are in conflict with each other, or are inconsistent, then the provisions of the Contract shall govern. If no provision of the Contract is applicable, then the provisions of the General Conditions shall govern. If no provision of either the Contract or the General Conditions is applicable then the applicable provision of the following documents shall govern in the order in which they are listed: first the General Conditions, then the Supplementary General Conditions, then the Specifications, then the Drawings. Where there appears to be a conflict between General and Detailed Specifications, the Detailed Specifications shall govern. Should a conflict occur in or between or among any parts of the Contract Documents, the more expensive way of doing the Work, the better quality, or greater quantity of material shall govern, unless the Town otherwise so directs, and the Contractor shall be deemed to have based his Bid upon such methods and materials. Order of Preference - Specific or numerical dimensions shall take precedence over scaled dimensions. Specifications shall take precedence over Drawings. Larger scale Drawings shall take precedence over smaller scale Drawings. Addenda shall take precedence over previous addenda and earlier dated Drawings and Specifications. Town's Directions and Determinations - The Town shall give all orders and directions contemplated under the Contract relative to the execution of the Work, including, but not limited to the amount, quality, acceptability, and fitness of the Work, and shall decide all questions which may arise in relation to such Work. The Town may act only through those of its employees, person(s), firm(s), partnership(s), corporation(s), joint venture(s), or business association(s) designated in writing by the Town. Notices - All notices, requests, or consents ("Notices") which may or must be given under the Contract shall be in writing and shall be addressed to the Contractor, the Contractor's authorized representative or the Town at the addresses set forth in the Contract. C-4 CONTRACT Any Notice required by the Contract to be given or made within a specified period of time or on or before a date certain shall be transmitted either by hand or overnight delivery, but only if subject to written receipt, or by registered or certified mail, return receipt requested. Any Notice sent by registered or certified mail, return receipt requested, shall be deemed given three (3) business days after mailing. All other Notices shall be deemed given when received. Nomenclature Materials, equipment or other Work described in words which have generally accepted technical or trade meaning shall be interpreted as having that meaning in connection with the Contract Documents, unless specifically defined in the Contract Documents, in which case the definition in the Contract Documents shall prevail. ARTICLE 3. - SCOPE AND CHARACTER OF THE WORK. Contractor shall perform and complete all the Work required by and in conformity with the Contract Documents in connection with the Construction of the Project. The Work shall be performed in accordance with the best current practice, with materials and workmanship of the highest quality, to the satisfaction of the Town. ARTICLE 4. - MEANS AND METHODS OF CONSTRUCTION. Unless otherwise expressly provided in the Contract Drawings, Specifications and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Town's right to reject means and methods proposed by the Contractor which, in the opinion of the Town: 1. Will constitute or create a hazard to the Work, or to persons or property; or 2. Will not produce finished Work in accordance with the terms of the Contract; or 3. Will interfere with the performance of Work by others. The Town's acceptance of the Contractor's means and methods of construction, or its failure to exercise his right to reject such means or methods, shall not relieve the Contractor of his obligation to accomplish the result intended by the Contract Documents within the time required by the Contract; nor shall the exercise of such right to reject by the Town give rise to any claim or create a cause of action against the Construction Manager, the Architect or the Town. C-5 CONTRACT ARTICLE 5. - COMPLIANCE WITH LAWS. The Contractor must comply with all local, State and Federal laws, rules and regulations and requirements applicable to this Contract and to the Work to be done hereunder including, but not limited to, the Federal Occupational Safety and Health Act of 1970 and the Construction Safety Act of 1969, as amended. ARTICLE 6. - INSPECTION. During the progress of the Work, the Contractor shall give the Construction Manager reasonable notice before closing up or making inaccessible for inspection any portion of the Work. The Contractor shall at all times afford the representative of the Town every reasonable, safe and proper facility for inspecting all Work done or being done at the Site and also the manufacture or preparation of materials and equipment at the place of such manufacture or preparation. The Contractor's obligation hereunder shall include the uncovering or taking down of finished Work and its restoration thereafter, provided, however that the order to uncover, take down and restore shall be in writing, and further provided only that if Work thus exposed proves satisfactory, such uncovering or taking down and restoration shall be considered an item of Extra Work to be paid for in accordance with the provisions of Article 24 hereof. Should the Contractor fail to give the Construction Manager notice as provided above, and inspection of covered or inaccessible work is deemed necessary, all costs associated with uncovering and restoring the affected work shall be borne solely by the Contractor. Inspection and approval by the Town, the Construction Manager or Architect, of finished Work or of Work being performed, or of materials and equipment at the place of manufacture or preparation, shall not relieve the Contractor of his obligation to perform the Work in strict accordance with the Contract. Finished or unfinished Work found not to be in strict accordance with the Contract shall be replaced as directed by the Construction Manager, even though such Work may have been previously approved and paid for, and shall not give rise to any claim or cause of action for Extra Work. Such repair or replacement shall be accomplished within the time specified for the performance of the Work hereunder, or be subject to damages for delay. Rejected Work and materials must be promptly taken down and removed from the Site, which must at all times be kept in a clean and safe condition. ARTICLE 7. - PROTECTION OF WORK, MATERIALS, PERSONS AND PROPERTY. C-6 CONTRACT During the performance and up to the date of Final Acceptance, the Contractor shall be under an absolute obligation to protect the persons and property of the Town, Authority and others and the finished and unfinished Work against any damage, loss or injury resulting from his or his subcontractor's operations under this Contract. The Contractor's obligation to protect shall include the duty to provide, replace and adequately maintain at or about the Site suitable and sufficient guards, lights, barricades and enclosures, and, in the event of such damages, loss or injury, he shall promptly replace or repair such Work, at his own expense, whichever the Construction Manager shall determine to be preferable. The obligation to deliver finished Work in strict accordance with the Contract prior to Final Acceptance shall be absolute and shall not be affected by the Town's approval of or failure to prohibit means and methods of construction used by the Contractor. Within three days after notice to him of the happening of any such loss, damage or injury to Work, persons or property, the Contractor shall make a full and complete report thereof in writing to the Construction Manager. ARTICLE 8 - DEFENSE AND INDEMNIFICATION. The Contractor agrees to protect, defend, indemnify and hold the Town of Mamaroneck Housing Authority, the Town of Mamaroneck, the Construction Manager, the Architect and their officers, employees and agents free and harmless from and against any and all losses, penalties, damages, settlements, costs, charges, professional fees or other expenses or liabilities of every kind and character arising out of or relating to any and all claims, liens, demands, obligations, actions, proceedings or causes of action of every kind and character in connection with or arising directly or indirectly out of this agreement and/or the performance hereof. Without limiting the generality of the foregoing, any and all such claims, etc., relating to personal injury, death, damage to property, defects in materials or workmanship, actual or alleged infringement of any patent, trademark, copyright (or application for any thereof) or of any other tangible or intangible personal or property right, or any actual or alleged violation of any applicable statute, ordinance, administrative order, rule or regulation, or decree of any Court, or claims of damages or injury by reason of the Contractor's failure to perform his obligations hereunder or to comply with the Town's directions promptly, or if any other contractor having or who shall hereafter have a contract with the Town or Authority for the performance of Work upon the Site claim to sustain any damage through any act or omission of the Contractor hereunder, or through any act or omission of any subcontractor of the Contractor, the Contractor agrees to reimburse such claimant or other contractor directly for all such damages and any such claim(s) shall be included in the indemnity hereunder. The Contractor further agrees to investigate, handle, respond to, provide defense for and defend any such claims, etc., at his sole expense and agrees to bear all other costs and expenses related thereto, even if it (claims, etc.) is groundless, false or fraudulent. In any case in which such indemnification would violate Section 5-322.1 of the New York General Obligations Law, or any other applicable legal prohibition, the foregoing provisions concerning indemnification shall not be construed to indemnify the Town of Mamaroneck Housing Authority, the Town of Mamaroneck, the Construction Manager, and the Architect for damage arising out of bodily injury to persons or damage to property caused by C-7 CONTRACT or resulting from the sole negligence of the Town of Mamaroneck Housing Authority, the Town of Mamaroneck, the Construction Manager, the Architect or their employees. ARTICLE 9. - COMMENCEMENT AND PROSECUTION OF THE WORK. The Contractor must commence on-Site labor on the date specified in a written notice signed by the Town. The time for performance of the Work under the Contract shall be computed from the date specified in such written notice. TIME IS OF THE ESSENCE OF THIS CONTRACT AS TO CONTRACTOR. The Contractor shall prosecute the Work diligently, using such means and methods of construction as will assure its completion not later than the date specified therefor, or on the date to which the time for completion may be extended. ARTICLE 10. - CONSTRUCTION PROGRESS SCHEDULES. The Critical Path Method ("CPM") Schedule shall be developed and implemented in accordance with the requirements of the Contract documents. ARTICLE 11. - REQUESTS FOR INFORMATION OR APPROVAL. From time to time as the Work progresses, and in the sequence indicated by the approved Progress Schedule, the Contractor must submit to the Construction Manager in writing any specific requests for each item of information or approval required by him. These requests must state the latest date upon which the information or approval is actually required by the Contractor, and must be submitted sufficiently in advance thereof to allow the Construction Manager a reasonable time to act upon such submissions or any necessary re-submissions thereof. ARTICLE 12. - NOTICE OF CONDITIONS CAUSING DELAY. Within three days after the commencement of any condition which is causing or may cause delay in completion, including conditions for which the Contractor may be entitled to an extension of time, the Contractor must notify the Construction Manager in writing of the effect, if any, of such condition upon the previously approved Progress Schedule, and must state why and in what respects, if any, the condition is causing or may cause such delay. Failure to strictly comply with this requirement will be deemed sufficient cause to deny any extension of time on account of delay in completion arising out of or resulting from any change, Extra Work, suspension, or other condition. Such failure shall also constitute a waiver, by the Contractor, of any and all claims for extension of time for delay arising therefrom. C-8 CONTRACT The Progress Schedule may be revised by the Construction Manager. Such revised schedule must be strictly adhered to by the Contractor. ARTICLE 13. - COORDINATION WITH OTHER CONTRACTORS. During the progress of the Work, other contractors may be engaged in performing other work or may be awarded other contracts for additional work on this Project. In that event, the Contractor shall coordinate the work to be done hereunder with the work of such other contractors and the Contractor shall fully cooperate with such other contractors and carefully fit its own Work to that provided under other contracts as may be directed by the Town. The Contractor shall not commit or permit any act which will interfere with the performance of work by any other contractor. If the Construction Manager shall determine that the Contractor is failing to coordinate his Work with the work of other contractors as the Construction Manager has directed, then the Town shall have the right to withhold any payments otherwise due hereunder until the Construction Manager's directions are complied with by the Contractor. If the Contractor notifies the Construction Manager in writing that another contractor on this project is failing to coordinate his Work with the Work of this Contract as directed, the Construction Manager must promptly investigate the charge. If he finds it to be true, he will promptly issue such directions to the other contractor with respect thereto as the situation may require. Neither the Town nor the Construction Manager shall, however, be liable for any damages claimed to be suffered by this Contractor by reason of the other contractor's failure to coordinate his Work or to promptly comply with the directions so issued by the Construction Manager, or by reason of another contractor's default in performance, it being understood and agreed that the Town does not guarantee the responsibility or continued efficiency or timely performance of any contractor. The Contractor shall indemnify and defend at his sole cost and expense and hold the Town and the Construction Manager harmless from any and all claims or judgements for damages and from costs and expenses to which the Town or Construction Manager may be subjected or which they may suffer or incur by reason of the Contractor's failure to comply with the Town's directions promptly. Should the Contractor claim to sustain any damage through any act or omission of any other contractor having a contract with the Town or Authority for the performance of Work upon the Site or of work which may be necessary to be performed for the proper prosecution of the Work to be performed hereunder, or through any act or omission of a subcontractor of such other contractor, the Contractor shall have no claim against the Town or Authority, the Architect or the Construction Manager for such damage. C-9 CONTRACT Should any other contractor having or who shall hereafter have a contract with the Town or Authority for the performance of Work upon the Site claim to sustain any damage through any act or omission of the Contractor hereunder, or through any act or omission of any subcontractor of the Contractor, the Contractor agrees to reimburse such other contractor for all such damages and to defend at his own cost and expense any suit based upon such claim, and if any judgement or claim against the Town or Authority or Construction Manager shall be allowed, the Contractor shall promptly pay or satisfy such judgement or claim and pay all costs and expenses in connection therewith and indemnify and hold the Town and Authority and the Construction Manager harmless from all such claims. The Town, Authority and Construction Manager's right to indemnification hereunder shall in no way be diminished, waived or discharged by its recourse to, or by the exercise of any other remedy provided for by contract or by law. ARTICLE 14. - EXTENSION OF TIME. Any extension of time may only be granted upon written application therefor by the Contractor. An application for an extension of time must set forth in detail the nature of each alleged cause of delay in the completion of the Work, the dates upon which each such cause of delay began and ended, and the number of days attributable to each of such causes. The application must be submitted prior to completion of the Work. GROUNDS FOR EXTENSION. If such application is made, the Contractor may be entitled to an extension of time for delay in completion of the Work caused solely: (1) By the acts or omissions of the Town, its officers, agents or employees; or (2) By the acts or omissions of other contractors on this project; or (3) By supervening conditions entirely beyond the control of the Contractor, his subcontractor or suppliers to the lowest tier (such as, but not limited to, Acts of God or the public enemy, excessive inclement weather, war or other national emergency making performance temporarily impossible or illegal, or strikes or labor disputes not brought about by any act or omission of the Contractor) and not for any other cause. The Contractor shall, however, be entitled to an extension of time for such causes only for the number of days of delay which the Town may determine to be due solely to such causes, �p y and then only if the Contractor shall have strictly complied with all of the requirements of Article 9e46-a"d- 1 hereof. 14PO A 13 EXTENSION FOR CONCURRENT CAUSES OF DELAY. The Contractor shall not be entitled to receive a separate extension of time for each of several causes of delay operating concurrently, but, if at all, only for the actual period of delay in completion of the Work as determined by the Town irrespective of the number of causes contributing to produce such delay. If one of several causes of delay operating concurrently results from any act, fault or omission of the Contractor or of his subcontractors or materialmen, and would of itself (irrespective of C-10 CONTRACT the concurrent causes) have delayed the Work, no extension of time will be allowed for the period of delay resulting from such act, fault or omission. The determination made by the Town on an application for an extension of time shall be binding and conclusive on the Contractor. Permitting the Contractor to continue with the Work after the time fixed for its completion has expired, or after the time to which such completion may have been extended has expired, or making of any payment to the Contractor after such time, shall in no way operate as a waiver on the part of the Town of any of its rights under this Contract. ARTICLE 15. - NO DAMAGES FOR DELAY. No damages, payment, additional compensation, or adjustment of any kind, other than the extension of time provided for in Article 13, shall be made to the Contractor by the Authority, the Town, the Construction Manager, the Architect and/or their employees due to any delays, disruptions or hindrances in the performance of the Work, whether or not such delays, disruptions or hindrances are due to the fault of the Authority, the Town, Construction Manager and/or Architect and/or their employees, including, but not limited to, delays caused by design deficiencies, failure adequately to coordinate or process shop drawings or other submittals, changes, failure to direct changes due to design modifications, coordination problems, and interferences from other contractors; and the Contractor agrees that an extension of time to perform its work shall be its sole, exclusive and complete remedy and that it shall accept such extension of time in full satisfaction and settlement of any and all costs and damages incurred by reason of any such delays, disruptions or hindrances. ARTICLE 16. - DATE FOR COMPLETION. The Contractor must complete the Work within the time fixed therefor in the Contract Documents or within the time to which such completion may be extended in writing by the Town. ARTICLE 17. - DETERMINING DATE OF COMPLETION. Final inspection of the Work by the Construction Manager and Architect shall be made within 10 days after receipt of the Contractor's written request therefore. The Work will be deemed complete as of the date of such inspection if, upon such inspection, the Construction Manager and Architect finds that no further Work remains to be done. The Architect will then issue a Certificate of Final Acceptance and acceptance of the Work. C-11 CONTRACT REQUEST FOR REINSPECTION. However, if such inspection, in the opinion of the Construction Manager or Architect, reveals items of Work still to be performed, repaired or replaced, the Contractor shall promptly perform them and then request a reinspection. If, upon any reinspection, the Construction Manager or Architect determines that the Work is complete; the date of completion shall be deemed to be the actual date of such reinspection, which shall be made not more than 10 days after the date of the written request therefore. ARTICLE 18. - OCCUPATION OR USE PRIOR TO COMPLETION. If before the final completion of all the Work to be completed herein, it shall be deemed necessary by the Town to take over, use, occupy or operate any part of the completed Work, the Town shall have the right to do so and the Contractor will not in any way interfere with or object to the use, occupation or operation of such Work by the Town after receipt of notice in writing from the Town that such Work or part thereof will be used or occupied on and after the date specified in such notice. Should such action be taken by the Town, the Contractor's guarantee on that part of the Work placed into use shall begin on the date such use shall begin (and the Contractor shall be entitled to a return of so much of the retained percentage as has been withheld under Article 32, as security for the faithful performance of the Work which the Town may take over, use, occupy or operate under this Article, except so much thereof as may be retained under Article 22 hereof.) Immediately prior to such occupancy or use, inspection of the part to be occupied or used will be made by the Construction Manager and Architect, and the Contractor will be furnished in writing with a statement of the Work, if any, still to be done. If any part of the completed or partly completed Work is taken over for use, occupation or operation under this Article, then the Town, at its sole discretion, may direct the Architect to issue a Certificate of Substantial Completion of such Work. ARTICLE 19. - SUBCONTRACTS. The Contractor shall not subcontract any part of the Work included under this Contract without the previous written consent of the Town. In making application for subcontracting any portion of the Work, the Contractor shall state in writing the portion of the Work which each subcontractor is to do, the material he is to furnish, his place of business, and such other information which may be required in order to ascertain whether such subcontractor is responsible, reliable, and able to perform the Work as called for in the Contract Documents. Subletting, if permitted, shall not relieve the Contractor of any of his obligations under this Contract. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the Work, to bind subcontractors to the Contractor to the terms and requirements of all of the Contract Documents insofar as applicable to the work of the subcontractor and to give the Contractor the same power as regards terminating any subcontract that the Town may exercise over the Contractor under any provision of the Contract Documents. C-12 CONTRACT The Contractor is required to furnish, and the subcontractor shall be required to read, the entire Specifications and examine every Contract Plan before entering into any subcontract agreement. The Contractor shall inform the subcontractor fully and completely of all provisions and requirements of this Contract relating either directly or indirectly to the Work to be performed and the materials to be furnished under such subcontract, and shall incorporate those requirements into the subcontract, and every such subcontractor shall expressly stipulate in writing that all labor performed and materials furnished thereunder shall strictly comply with and that he will be bound by all of the requirements of this Contract. Neither the Contractor nor any subcontractor shall make any claims based upon any misunderstandings of what work he shall do, what materials he must furnish, or how he shall perform the work. The Town will notify the Contractor within fifteen (15) days of receipt of namesand addresses of proposed subcontractors whether the proposed subcontractor is found to be qualified or not qualified. If the proposed subcontractor is not qualified, the Contractor may thereupon submit another proposed subcontractor unless he decides to do the Work himself. No subcontractor shall be permitted on the Site unless he is approved in writing. PAYMENT TO SUBCONTRACTORS 1. The agreement between the Contractor and his subcontractors shall contain the same terms and conditions as to method of payment for Work, labor and materials, and as to retained percentages as are contained in this Contract. 2. The Contractor shall pay all subcontractors for and on account of Work performed by such subcontractors in accordance with the terms of their respective subcontracts. 3. In case of dispute between the Contractor and his subcontractor or subcontractors as to the amount due and owing, the Town may deduct and withhold from the amounts certified under this Contract to be due to the Contractor such sum or sums as may be claimed by such subcontractor or subcontractors in a sworn affidavit to be due and owing until such time as such claim or claims shall have been finally adjusted, at which time the Town will pay over the amount withheld without interest. 4. The Town's approval of a subcontractor shall not relieve the Contractor of any of his responsibilities, duties and liabilities hereunder. The Contractor shall be solely responsible to the Town for the acts or defaults of his subcontractor and of such subcontractor's officers, agents and employees, each of whom shall, for this purpose, be deemed to be the agent or employee of the Contractor to the extent of his subcontract. 5. No subcontractor shall be permitted to perform Work at the Site until he has furnished to the Contractor satisfactory written evidence of insurance as required by this Contract. C-13 CONTRACT Access by Town and Others Contractor shall include a provision in all Subcontracts and purchase orders, except as may otherwise be specified by Town and Construction Manager with respect to purchase orders for minor purchases, that, in order to permit verification of Contractor's costs, Town and Construction Manager shall have the right to have their representatives inspect and review the bills and invoices of Subcontractors, including the right to make excerpts from such bills and invoices. All payments by Contractor to a Subcontractor shall be by check specifically indicating that payment is on account of the Work. Contractor shall include a provision in all Subcontracts and purchase orders that will enable representatives of Construction Manager and Town, as the case may be, to obtain access during working hours to the appropriate bills and invoices and books of accounts and records of the Subcontractors relating to the Work to determine if there has been compliance with the requirements of law and the Contract Documents, or to determine costs. Retainage Contractor may provide for a retainage under any of its Subcontracts or purchase orders, provided that where a Subcontract or purchase order provides for a retainage, the retainage shall be no greater in percentage than that provided for under this Contract hereof with respect to Contractor itself, unless otherwise approved in writing by Town. Contractor shall submit with each Requisition for Payment a statement setting forth the amounts of all retainage, if any, under its Subcontracts and purchase orders. Miscellaneous 1. Contractor shall be fully responsible for the Work, acts and omissions of Subcontractors and of persons either directly or indirectly employed by Subcontractors. 2. Contractor's use of Subcontractors shall not reduce Contractor's obligation to complete the Work in accordance with the Contract Documents. Contractor shall control and coordinate the Work of Subcontractors. 3. Nothing contained in this Contract shall create any contractual relationship between Subcontractors or Sub-subcontractors and Town, Architect or Construction Manager. Nothing in this Section shall obligate Town to pay or to see to the payment of any sums to any Subcontractor or Sub-subcontractor. ARTICLE 20. - ASSIGNMENTS. The Contractor shall not assign, transfer, convey or otherwise dispose of this Contract, or his right to execute it, or his right, title or interest in or to it or any part thereof, or assign, by power of attorney or otherwise, any of the moneys due or to become due under this Contract, unless the previous written consent of the Town shall first be obtained thereto, and the giving of any such consent to the particular assignment shall not dispense with the necessity of such consent to any further or other assignments. C-14 CONTRACT Such assignment, transfer, or conveyance shall not be valid until receipt of written consent thereto by the Town. Failure to obtain the prior written consent of the Town to such an assignment, transfer or conveyance, shall justify, at the option of the Town, the termination and annulment of this Contract. The Town shall thereupon be relieved and discharged from any further liability and obligation to the Contractor, his assignees or transferees. ASSIGNMENT OF CLAIMS AND CAUSES OF ACTION. The Contractor hereby assigns, sells and transfers to the Town all right, title and interest in and to any claims and causes of action arising under the antitrust laws of New York State or of the United States relating to the particular goods or services purchased or procured by the Town under this Contract. ARTICLE 21. - INSURANCE/BONDING. Prior to commencing the Work, the Contractor shall obtain at his own cost and expense and maintain throughout the life of this Contract all insurance from insurance companies licensed in the State of New York, carrying a Best's financial rating of A or better, and shall provide evidence of such insurance to the Town in such form as may be required and approved by the Town. The policies or certificates thereof shall provide that thirty days prior to cancellation or material change in any policy, notice of same shall be given to the Town by registered mail, return receipt requested. All notices shall name the Contractor and identify the Contract. All polices and Certificates of Insurance shall name the Authority, the Town, the Construction Manager, and the Architect as additional insureds under the policy. No such policy shall contain an exclusion for municipal activities. If at any time any of the policies required herein shall be canceled or amended in such a way as to become unsatisfactory to the Town, as to form, substance or coverage, or if a company issuing such policy shall be or become unsatisfactory to the Town, the Contractor shall, upon notice to that effect from the Town, promptly obtain a new policy, submit the same to the Town for approval and submit a certificate thereof. Upon failure of the Contractor to furnish, deliver or maintain such insurance, the Contract, at the election of the Town, may be declared suspended, discontinued or terminated for default. Failure of the Contractor to procure or maintain any required insurance shall not relieve the Contractor from any of its responsibilities or liabilities under the Contract, nor shall the insurance requirements be construed to conflict with or otherwise limit the contractual obligations of the Contractor concerning indemnification. In the event that claims, for which the Town may be found liable, in excess of the insured amounts provided herein are filed by reason of any operations under the Contract, the amount of the excess of such claims or any portion thereof, may be withheld from payment due or to become due the Contractor until such time as the Contractor shall furnish such additional security covering such claims in form satisfactory to the Town. C-15 CONTRACT The Contractor shall provide proof of the following coverage. (If additional coverage is required for a specific contract, those requirements will be described in the "Information for Bidders"): 1. Workmen's Compensation Insurance (a) Workmen's Compensation-Certificate form C-105.2 or State Fund Insurance Company form U-26.3 is required for proof of compliance with the New York State Worker's compensation Law. (b) State Worker's Compensation Board form DB-120.1 is required for proof of compliance with the New York State Disability Benefits Law. Location of operation shall be "All locations in Westchester County, New York". (c) Where an applicant claims to not be required to carry either a Worker's Compensation Policy or Disability Benefits Policy, or both, a temporary permit may be issued if the employer completes form C-105.2, in duplicate. A copy of form C-105.2 is sent to the Workers' Compensation Board, Information Unit, for investigation and report. (d) If the employer is self-insured for Worker's Compensation, he should present a certificate from the New York State Workers' Compensation board evidencing that fact. 2. Employers Liability with a minimum limit of $100,000. 3. General Liability Insurance with a minimum limit of $ 5,000,000 per occurrence as a combined single limit covering bodily injury and property damage,[see appendix "A" for reduced requirements for specific contracts] naming the Authority, The Town of Mamaroneck, the Construction Manager (Tri-Tech Planning Consultants, Inc. a/k/a The Tri- Tech Group), and the Architect as additional named insured parties. This insurance shall indicate on the certificate of insurance the following coverage: (a) Premises - Operations. (b) Broad Form Contractual, Including All Hold Harmless and Indemnification Provisions of the Contract. (c) Independent Contractor and Sub-Contractor. (d) Products and Completed Operations. All contracts involving the use of explosives, demolition and/or underground Work shall provide the above coverage with elimination of the XCU exclusion from the policy, or proof that XCU is covered. C-16 CONTRACT 4. Automobile Liability Insurance with a minimum combined single limit of liability of $5,000,000 unless otherwise indicated in the contract specifications. This insurance shall include for bodily injury and property damage the following coverage: (a) Owned automobiles. (b) Hired automobiles. (c) Non-owned automobiles. Builder's Risk Insurance The Authority will provide "All Risk" Builder's Risk Insurance upon the entire structure. Losses under the deductible will be absorbed by the Authority. The Construction Manager and all Contractors and tiers of subcontractors will be named as additional insureds. A Certificate of Insurance shall be delivered to the Construction Manager within thirty (30) days of effective date. Builder's Risk Coverage shall include sublimits of$250,000 each for property in transit or in storage off job Site. Specific higher limits for transit/storage shall be available upon request by any Additional Insured as circumstances require. Notwithstanding the foregoing, the Contractor shall be solely responsible for all losses due to vandalism, malicious mischief and theft. In formulating his proposal the Contractor shall not include any dollar amounts for the payment of "Builder's Risk Insurance", it being understood that the Authority will acquire such insurance. By signing his proposal, the bidder affirms that such dollar amounts have not been included. All policies and certificates of insurance of the Contractor shall contain the following clauses; and any certificates shall be submitted on a form as shown on the sample certificate attached as Appendix "B". 1. Insurers shall have no right to recovery or subrogation against the Town and/or the Authority or the Construction Manager, or the Architect, including their representatives, employees and other agents and agencies, it being the intention that the insurance policies so effected shall protect the parties and be primary coverage for any and all losses covered by the above-described insurance. 2. The clause "other insurance provisions" in a policy in which the Town and/or the Authority and/or Construction Manager and/or the Architect is named as an insured shall apply to the Town and/or the Authority and/or Construction Manager and/or the Architect. C-17 CONTRACT 3. The insurance companies issuing the policy or policies shall have no recourse against the Town and/or the Authority, including its agents, Construction Manager, Architect, and agencies as aforesaid, for payment of any premiums or for assessments under any form of policy. 4. Any and all deductibles in the above-described insurance policies shall be assumed by and be for the account of, and at the sole risk of, the Contractor. 5. All property losses shall be made payable to and adjusted with the Town. 6. The following indemnification clause shall be endorsed on all certificates of insurance: The Contractor agrees to protect, defend, indemnify and hold the Town of Mamaroneck Housing Authority, the Town of Mamaroneck, the Construction Manager, the Architect and their officers, employees and agents free and harmless from and against any and all losses, penalties, damages, settlements, costs, charges, professional fees or other expenses or liabilities of every kind and character arising out of or relating to any and all claims, liens, demands, obligations, actions, proceedings or causes of action of every kind and character in connection with or arising directly or indirectly out of this agreement and/or the performance hereof. Without limiting the generality of the foregoing, any and all such claims, etc., relating to personal injury, death, damage to property, defects in materials or workmanship, actual or alleged infringement of any patent, trademark, copyright (or application for any thereof) or of any other tangible or intangible personal or property right, or any actual or alleged violation of any applicable statute, ordinance, administrative order, rule or regulation, or decree of any Court, or claims of damages or injury by reason of the Contractor's failure to comply with the Town's directions promptly or if any other contractor having or who shall hereafter have a contract with the Town or Authority for the performance of Work upon the Site claim to sustain any damage through any act or omission of the Contractor hereunder or through any act or omission of any subcontractor of the Contractor, the Contractor agrees to reimburse such other contractor directly for all such damages and any such claim(s) shall be included in the indemnity hereunder. The Contractor further agrees to investigate, handle, respond to, provide defense for and defend any such claims, etc., at his sole expense and agrees to bear all other costs and expenses related thereto, even if it (claims, etc.) is groundless, false or fraudulent. In any case in which such indemnification would violate Section 5-322.1 of the New York General Obligations Law, or any other applicable legal prohibition, the foregoing provisions concerning indemnification shall not be construed to indemnify the Town of Mamaroneck Housing Authority, the Town of Mamaroneck, the Construction Manager, and the Architect for damage arising out of bodily injury to persons or damage to property caused by or resulting from the sole negligence of the Town of Mamaroneck Housing Authority, the Town of Mamaroneck, the Construction Manager, the Architect or their employees. CONTRACT SECURITY Prior to signing the Contract, and within five (5) days after notice of award of the Contract, the Contractor shall furnish a surety Performance Bond in the C-18 CONTRACT Form set forth in Appendix C in an amount at least equal to one hundred percent (100%) of the Contract Price as additional security for the faithful performance of the Contract and also a Labor and Material Payment Bond in the form set forth in Appendix D in an amount at least equal to one hundred (100%) of the Contract price as additional security for the payment of all persons performing labor or providing materials in connection with the Work. The surety on said Bonds shall be a surety company licensed to do business in the State of New York and satisfactory to the Town. Each and every executed Bond should be accompanied by (1) appropriate acknowledgements of the respective parties; (2) a duly certified copy of a power-of-attorney or other currently valid certificate of authority where the Bond has been executed by an agent, officer or other representative of the principal or surety; (3) a duly certified extract from the by- laws or corporate resolutions of the surety under which a power-of-attorney or other certificate of authority of it agents, officer or representative was issued; and, (4) a duly, certified copy of the latest published financial statement of assets and liabilities of the surety. All Bonds shall be subject to approval by the Town. If at any time, after such approval, the Town shall become dissatisfied with any surety or sureties upon the Performance Bond, or the Labor and Material Payment Bond, or if for any other reason said Bonds shall cease to be adequate security to the Town, the Contractor shall, within five (5) days after Notice from the Town to do so, substitute an acceptable Bond or Bonds in such form and sum and signed by such other surety or sureties as may be satisfactory to the Town. The premiums on said Bond or Bonds shall be paid by the Contractor. No further payments shall be deemed due nor be made until the new surety or sureties shall have furnished an acceptable Bond or Bonds to the Town. The surety Bonds to be provided hereunder shall provide that if the Contract consideration, as set forth in the Contract, has been increased by the issuance of any change order, without further Notice from the Town, the Bonds shall automatically be deemed to be increased accordingly in scope and in their penal sum. FAILURE TO COMPLY WITH PROVISIONS OF ARTICLE 21. This Contract may, at the sole option of the Town, be declared void and of no effect if the Contractor fails to satisfactorily comply with the provisions of this Article 21. ARTICLE 22. - MONEY RETAINED AGAINST CLAIMS. If any claim shall be made by any person, firm or corporation (including other contractors with the Authority on this Project) against the Town, the Authority, the Construction Manager, the Architect and/or against the Contractor: (1) for an alleged loss, damage or injury of the kind referred to in Article 7 hereof which may not be covered by the contingent liability, public liability or property damage insurance policy, or, which, together with previously filed claims, is in excess of the amount payable under such policies; or (2) claims, if in excess of the C-19 CONTRACT amount payable under such policies; or (3)Af& an infringement of patents or use of patented PPO articles, tools, etc., as referred to in Article hereof; or (4) for damage claimed to have been ? caused directly or indirectly by the failure of the Contractor or any of his subcontractors to perform the Work in strict accordance with this Contract: the amount of such claim, or so much thereof as may deemed necessary, may be withheld by the Town, as security against such claim, from any money due hereunder, until such time as the commencement of an action thereon would be barred by law or until final adjudication of such action by a Court of competent jurisdiction. The Town, at its discretion, may permit the Contractor to substitute other satisfactory security in lieu of the monies so withheld. If no action is commenced upon such claim within the time set forth by law, the Town, upon written demand by the Contractor, shall return the amount so withheld, without interest. If an action on such claim is timely commenced, and the liability of the Town, the Contractor, or both, shall have been established therein by a final judgement of a Court of competent jurisdiction, or if such claim shall have been admitted by the Contractor to be valid, the Town shall pay such judgement or admitted claim out of the monies retained under the provisions of this Article, and return the balance, if any, without interest, to the Contractor. LIENS. If any persons claiming to have performed any labor or furnished any material toward the performance or completion of this Contract shall file with the Town any notice described in the Lien Law or any act of the Legislature of the State of New York, any time before or within thirty days after the whole Work herein agreed to be performed is completed and accepted by the Town, the Town shall retain, from the monies due or to become due under this Contract, so much of such monies as shall be sufficient to pay the amount claimed in said notice, together with the reasonable costs of any action or actions brought or that may be brought to enforce such lien. The monies so retained shall be held by the Town until the lien thereon created by the said act and the filing of the said notice shall be discharged pursuant to law. Any amounts retained pursuant to this Artcle 22 shall be in addition to those amounts retained pursuant to the provisions of Article 32 hereof. ARTICLE 23. - MAINTENANCE AND GUARANTY. The Contractor must and hereby agrees to promptly repair, replace, restore or rebuild, as the Town may determine, any finished Work in which defects of materials or workmanship may appear, or to which damage may occur because of such defects, during a one-year period subsequent to the date of Final Acceptance, except where other longer periods of maintenance and guarantee are provided for. Notice by the Town to the Contractor to repair, replace, rebuild or restore such defective or damaged Work shall be timely if given not later than ten (10) days subsequent to the expiration of the one-year period or other periods provided for herein. C-20 CONTRACT If the Contractor shall fail to repair, replace, rebuild or restore such defective or damaged Work promptly after receiving such timely notice, the Town shall have the right to have the Work done by others in the same manner as provided for in the completion of a defaulted contract, under Article 40 hereof. The Construction Manager's certificate setting forth the fair and reasonable cost of repairing, replacing, rebuilding or restoring any damaged or defective Work when performed by one other than the Contractor shall be binding and conclusive as to the amount thereof upon the Contractor. If the Contractor has faithfully performed all his obligations hereunder, upon request of the Contractor the Town shall so certify within five (5) days after the expiration of one (1) year from the date of completion and acceptance of the Work, or within five (5) days after the expiration of the guarantee period fixed in the Specifications. The Contractor shall obtain all manufacturer's warranties and guaranties of all equipment and materials required by this Contract in the name of the Town and shall deliver same to the Town. ARTICLE 24. - EXTRA WORK. Change Orders - The Town may, at any time, add, delete, modify or alter the Work, including, without limitation, ordering Changes or Extra Work in any quantity or amount, without notice to the sureties and without invalidating or abandoning the Contract. The Town may, but shall be under obligation to, change the manner, sequence or method of performance of the Work or compress the Schedule by directing acceleration of the Work, and the Contractor shall be entitled to a Change Order therefor; rop vided that such change or acceleration was not ordered to maintain the progress schedule then in effect or to coordinate the Work with the work of Other Contractors, in which event a no cost Change Order may be issued. Contractor shall not perform any change in the Work unless it has received a Change Order or Field Order duly signed as hereinafter provided. The Contractor shall be obligated to perform changed Work promptly in conformity with any Change Order or Field Order issued. Where Town does not acknowledge that the Work in question is Extra or Additional Work or a change in Work requiring additional compensation, the Contractor shall not cease Work, but shall perform said Work as directed by the Construction Manager. All Change Orders shall be prepared, signed and issued by Construction Manager and, to be valid, must be countersigned by the Town. Change Orders will provide for signature and acceptance by Contractor, but such signature is not required for the effectiveness of any Change Order. Contractor shall perform said Change Order Work as directed by the Construction Manager. C-21 CONTRACT Change in Contract Price and Time - The Contract Price will not be revised due to any change of the Work except as and to the extent expressly provided in Change Orders. The amount by which the Contract Price is to be increased or decreased by any Change Order shall be determined by the Town and Construction Manager by one or more of the following methods: 1. By accepting an amount agreed upon by the Town and Contractor; 2. By applying the applicable unit prices where the Work involved is covered by unit prices in the Contract; 3. By receiving from Contractor a detailed breakdown satisfactory to Construction Manager, including actual time slips and invoices, itemizing the direct cost of labor and material to perform the changed Work and adding thereto 15% to cover profit and all indirect, impact and overhead costs. Where the changed Work involves both an increase and a reduction in any Work the Contract Price shall be increased only to the extent that the cost of the increase exceeds the cost of the reduction; 4. By receiving from Contractor a true copy of its Subcontractor's bid work sheets to determine the price for the elimination of any Contract Work. Should the Contractor fail to furnish Construction Manager with such bid work sheets, and whatever other reasonable information Construction Manager requests, then Construction Manager shall determine the amount of the reduction. Construction Manager's determination shall be final and binding unless erroneously or fraudulently arrived at, or arbitrary and capricious; 5. By adding to the Contract Price only the amount of the premium portion of overtime pay resulting from an acceleration of the Work exclusive of any mark-up insurance, benefits, etc. on the premium portion of the overtime pay; or 6. By adding to the Contract Price, where warranted, the actual incremental labor and equipment costs incurred by the Contractor resulting from a change in the Work, as evidenced by such records, invoices or documents as may be required by the Town. The compensation specified in a Change Order shall constitute an accord and satisfaction and full payment for the Work covered thereby and a complete Release of and for any delay, impact and disruption costs or expenses occasioned by reason of said change in the Work. Contractor shall not receive an extension of time by reason of the issuance of any Change Order unless it is expressly stated therein. Upon request of the Construction Manager, the Contractor shall promptly prepare and submit to Construction Manager a price quotation, including a breakdown into labor and material components, for any item of Work which is to be performed by Contractor and not then part of his Work. Contractor is advised that such request may be solely for pricing purposes. C-22 CONTRACT Notwithstanding the generality of the foregoing, under no circumstances will the Contract Price be adjusted on account or as a result of any occurrence or transaction arising out of or from the negligence or willful act or failure to act on the part of the Contractor. Contractor further acknowledges and agrees that all claims arising from its Subcontracts shall be subject to the same requirements and conditions regarding submission of detailed information and backup as to labor and material costs, overhead and profit. No more than a five percent markup fee for this Contractor's overhead and profit on Work performed by Subcontractors shall be permitted. Chanized Conditions - Contractor shall promptly, and before such conditions are disturbed, notify Construction manager in writing of: (i) nonexposed or latent physical conditions differing materially from those indicated in the Contract Documents, or (ii) unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in Work of the character provided for in the Contract Documents. Construction Manager shall promptly investigate the conditions, and if it finds that such conditions do materially so differ and cause an increase or decrease in Contractor's cost of, or the time required for, performance of any part of the Work, Contractor shall be paid in the manner provided for payment with respect to any Change Order and receive, if warranted, a time extension. No claim of Contractor under this clause shall be allowed unless Contractor has given the notice required hereinabove. ARTICLE 25. - DISPUTED WORK. If Contractor is of the opinion that: (i) any Work which it has been ordered to perform without a Change or Field Order is Extra Work or changed Work requiring additional compensation or otherwise not Work as set forth in the Contract Documents; (ii) any action or omission of Town, Architect or Construction Manager, or any person who acts on their behalf; or (iii) any determination, order or directive of Town, Architect or Construction Manager is contrary to the terms of the Contract Documents and will require the performance of Extra Work or changed Work which will cause additional expense to Contractor, Contractor shall: 1. Not suspend Work, but will promptly comply with such determination, order or directive and proceed diligently with the performance of the Work in accordance with Construction Manager's or Town's instructions; and, 2. Notify Town, Construction Manager and Architect in writing within twenty-four(24) hours of such determination, order or directive of its reasons for its opinion and request a final determination thereon by Town. C-23 CONTRACT If Town determines within five working days, that such Contractor's opinion is wrong and that the Work is required to be performed hereunder and does not constitute Extra Work or changed Work requiring additional compensation, or that the action or omission is proper, or that the determination, order or directive is proper, Contractor, must complete the Work, but in order to reserve its right to claim compensation for or damages resulting from the performance of such Work, or the compliance with such determination, order or directive, must notify Town in writing within three (3) working days after receiving notice of Town's determination that it is performing such Work or complying with such determination, order or directive under protest. In addition to the foregoing, Contractor must submit to Town and Construction Manager, within 30 days after it has performed such Work or complied with such determination, order or directive, a detailed statement of the extra expense incurred resulting from the performance of such Work or the compliance with such determination, order or directive, including the name and number of workmen employed on such work or engaged in complying with such determination, order or directive; the number of hours employed thereon; the nature of any materials, plant and equipment furnished or used in connection with such work or compliance with such determination, order or directive, and/or any other documentation requested by the Town. No dispute or claim hereunder shall give Contractor the right to stop or otherwise delay or interfere with any work to be performed hereunder by Contractor, its subcontractors, or any other contractor or subcontractor, and No claim for Extra Work or changed Work shall be allowed unless the same was made pursuant to the applicable provisions of Article 24. If Contractor fails to comply with any requirement of this Article: 1. It shall constitute a conclusive and binding determination on the part of Contractor that such action, omission, determination, order or directive does not involve Extra Work or changed Work, has not caused extra expense to Contractor and/or is not contrary to the terms and provisions of the Contract Documents; 2. Contractor shall be deemed to have waived any claim for compensation or costs resulting from the performance of such Work or the compliance with such determination, order or directive. C. The value of claims for Extra Work or disputed Work, if allowed, shall be determined by the methods described in Article 24. In no event shall the value of such Work exceed the actual cost of performing the Work. ARTICLE 26. - OMITTED WORK. If any Contract Work is omitted by the Town pursuant to Article 24, the Contract Price, subject to audit by the Town, shall be reduced by an amount equal to the estimated cost of such C-24 CONTRACT omitted Work, computed in accordance with Article 24, unless the Contractor and Town can agree upon another method of fixing the value of such omitted Work. ARTICLE 27. - THE CONSTRUCTION MANAGER. The Construction Manager is hereby designated to be the representative of the Town at the Site, and shall have the power, in the first instance, to inspect, supervise and monitor the performance of the Work. The Construction Manager shall review and approve in writing monthly payment requisitions. He shall not, however, have the power to issue an Change Order, and the performance of such Work by the Contractor on the order of the Construction Manager without thereafter obtaining written confirmation thereof from the Town in accordance with the provisions of Article 24 hereof, shall constitute a waiver of any right to extra compensation therefor. The Contractor is warned that the Construction Manager has no power to change the terms and provisions of this Contract in any respect. ARTICLE 28. - THE ARCHITECT. The Architect, in addition to those matters elsewhere herein delegated to the Architect and expressly made subject to his determination, direction or approval, shall have the power, subject to review by the Town: 1. To determine questions in relation to the Work, to interpret the Contract Drawings, Specifications, and Addenda, and to resolve all patent inconsistencies or ambiguities therein; 2. To determine, along with the Construction Manager, how the Work of this Contract shall be coordinated with work of other contractors engaged simultaneously on this Project; 3. To make minor changes in the Work, in writing, as he deems necessary, provided such changes do not result in a net change in the cost to the Town or to the Contractor of the Work to be done under the Contract; 4. To amplify the Contract Drawings, add explanatory information and furnish additional Specifications and Drawings, consistent with the intent of the Contract Documents; 5. To review and approve in writing monthly requisitions for payment. The foregoing enumeration shall not imply any limitation upon the power of the Architect, for it is the intent of this Contract that all of the Work shall generally be subject to C-25 CONTRACT his determination and approval, except where the determination and approval of someone other than the Architect is expressly called for herein. The Architect shall not, however, have the power to issue an Order for Extra Work, and the performance of such Work on the order of the Architect without obtaining written confirmation thereof from the Town, in accordance with Article 25 hereof, shall constitute a waiver of any right to extra compensation therefor. The Contractor is warned that the Architect has no power to change the terms and provisions of this Contract, except where such change results in no net change in the Contract Price. ARTICLE 29. - THE TOWN. The Town, in addition to those matters elsewhere herein expressly made subject to its determination or approval, shall have the power: 1. To review and determine any and all questions in relation to this Contract and its performance; and 2. To modify or change this Contract so as to require: (a) The performance of Extra Work (subject, however, to the limitations specified in Article 24 hereof); or (b) The omission of Contract Work, whenever it deems it in the interest of the Town to do so; or both; and 3. To suspend the whole or any part of the Work whenever in its judgement such suspension is required (a) in the interest of the Town generally, or (b) to co-ordinate the Work of the various contractors engaged on this Project pursuant to the provisions of Article 12, or (c) to expedite the completion of the entire project even though the completion of this particular Contract may be thereby delayed. ARTICLE 30. - EMPLOYEES. 1. The Contractor and his subcontractors shall not employ on the Work: C-26 CONTRACT (a) Anyone who is not competent, faithful and skilled in the Work for which he shall be employed; and whenever the Town shall inform the Contractor, in writing, that any employee is, in its opinion, incompetent, unfaithful or disobedient, he shall be discharged from the Work forthwith, and shall not again be employed upon it; or (b) Any labor, materials or means whose employment, or utilization during the course of this Contract, will or may compromise the quality of the finished product, or may tend to or in any way cause or result in strikes, work stoppages, delays, suspension of Work or similar troubles by Workmen employed by the Contractor or his subcontractors, or by any of the Contractors working in or about the buildings and premises where Work is being performed under this Contract, or by other contractors or their subcontractors pursuant to other contracts, or on any other building or premises owned or operated by the Town or the Authority, its agencies, departments, boards or authorities. ARTICLE 31. - CONTRACT PRICE. Contractor agrees to construct the Project and perform all Work, labor and services necessary, proper and incidental thereto, pursuant to the terms of this Contract, for the total sum of ($ ) Dollars (such sum is herein sometimes referred to as the "Contract Price"), in full payment for the satisfactory performance of all his duties and obligations hereunder, provided that if the Contract Price shall be expressly revised by a Change Order in accordance with the Contract Documents hereof, the Contract Price shall thereafter mean the Contract Price as so revised. ARTICLE 32. - PARTIAL PAYMENTS, RETAINAGE. All payments shall be made against requisitions for payment only in the form approved by the Town, and reviewed and approved, in writing, by the Town, the Architect and Construction Manager. In accordance with requisitions submitted and approved as provided below for Work satisfactorily performed in accordance with this Agreement, Contractor shall be entitled to partial payments in an amount equal to the contract value of the portions of the Work completed and acceptable to the Town, as determined by the CPM Progress Schedule as defined in the Technical Specifications, less a retainage equal to five (5%) percent of the amount so computed pursuant to the Technical Specifications hereof, and less the amount of all previous payments made. Partial payments shall constitute advances against the Contract Price until final payment is made and accepted. No partial payment made, nor approval of a portion of the Work given for purposes of making a partial payment, shall constitute an acceptance of any work not in accordance with the Contract Documents. The Contractor shall remain solely responsible for the care and protection of the Work for which partial payments have been made. C-27 CONTRACT Upon the issuance of a Certificate of Substantial Completion, Contractor may submit to the Town a request for a reduction of the amount retained, less two times the value of the Work on all punchlists, as determined by the Construction Manager. Upon approval of same, the Town shall pay to Contractor the amount approved, less any amount the Town is entitled to withhold hereunder. Approval of reduction of retainage prior to Final Payment shall be within the sole discretion of the Town. ARTICLE 33. - TIME AND METHOD OF PAYMENT: REOUISITIONS. The Project shall be monitored through the use of a detailed Critical Path Method Progress Schedule. This Schedule shall constitute the basis for the evaluation of Contractor performance and the determination of progress payments to the Contractor. The Contractor shall furnish a breakdown of the Contract Price, assigning dollar values to each applicable activity shown in the CPM Network Diagram which, when totalled, equals the total Contract Price. Upon acceptance by the Town, these values will be used as the basis for determining progress payments. Progress payments to Contractor shall be dependent upon final acceptance by the Town of the CPM Schedule and theTrade Payment Breakdown. Prior to the assignment of dollar values to the activities shown on the CPM Progress Schedule, Contractor shall present to the Town a Trade Payment Breakdown (The "Trade Payment Breakdown") of the various portions of the Work, which Trade Payment Breakdown, when approved, shall establish for progress payment purposes the contract values of the Work as the Work is being performed. All such values shall constitute the basis for determining the individual CPM work activity values. Once every month, or more often if requested by the Town, Contractor shall meet with the Construction Manager to provide the information necessary to show actual progress and current job status (CPM Update Meeting). All status information provided by the Contractor shall be subject to verification by the Town before being entered into the Project CPM Schedule. The Contractor's payment requisition will then be determined by applying approved current status information from the CPM Progress Schedule to the approved cost loaded activities. Following the monthly CPM Update Meeting, and with the concurrence of the Architect, the Construction Manager shall prepare the Updated CPM Schedule and requisition for payment in accordance with the procedure set forth in the Technical Specifications. Within five (5) working days thereafter, the Construction Manager shall then submit the requisition for payment signed by the Contractor, the Architect and the Construction Manager to the Town for payment. Payment to Contractor shall be made within 30 days of receipt by the Town from the Construction Manager of the contractor's approved payment requisition. C-28 CONTRACT ARTICLE 34. - PAYMENT FOR STORED MATERIALS. If approved in advance by the Town, and pursuant to the provisions of Article 2 of the General Conditions, payments will be made on account of ninety-five percent (95%) of the value of materials not incorporated in the Work but delivered and suitably stored at the Site or at some other offsite location in the vicinity of the site agreed upon in writing by the Town. Such payments shall be conditioned upon submission by the Contractor of bills of sale or other supporting documentation satisfactory to the Town to establish the true cost of materials and equipment purchased for the Project and to establish the Town's title to such materials, free of any security interests, including applicable insurance and transportation to the Site for those materials stored offsite. In the event that Contractor, with approval of the Town, stores any materials offsite, Contractor shall be responsible for warehousing charges, and such charges will be deemed included in the Contract Price. This Project is tax exempt and the Town will not pay sales tax on the purchase of material or the purchase or rental of equipment used in connection herewith, or storage thereof. ARTICLE 35. - RECEIPTS AND RELEASES OF LIENS. With each Requisition on the form approved by the Town, Contractor shall furnish its affidavit of payment and partial waiver of lien for Work done and materials furnished through the date covered by the last preceding partial payment and shall furnish its affidavit certifying that all subcontractors and materialmen have been paid for Work performed and materials furnished through such date except for any permitted retainage. The Contractor shall attach to each Requisition, affidavits of payment and waivers of lien from all subcontractors and materialmen dealing directly or indirectly with Contractor for such Work performed and materials furnished. Town may require Contractor to execute a waiver of lien at the time payment is made for a Requisition for all Work performed through the date of the Requisition in respect of which payment is being made, as a condition of such payment. In addition to the documents required to be furnished in the immediately preceding paragraph, with the Final Requisition, Contractor shall furnish a General Release and final waiver of lien and, (1) its affidavit that there are no liens, claims or demands by, and that there is no indebtedness to, subcontractors, materialmen, laborers, other employees or third persons for which Authority, the Town, the Construction Manager, or Architect might in any way be responsible, together with a defense and indemnification clause covering such liens, claims, demands or indebtedness; and, (2) General Releases and final waivers of liens from all subcontractors and materialmen dealing directly with Contractor. Should any such subcontractor or materialmen fail or refuse to furnish such release and should a lien be filed, Contractor shall be required to furnish a bond satisfactory to Town to indemnify it against any such lien or otherwise dispose of such lien, If any such lien, claim or demand remains unsatisfied after all payments are made to Contractor, Contractor shall refund to Town all monies that the latter may C-29 CONTRACT be compelled to pay in discharging such lien, claim or demand, including all costs, expenses and attorneys fees which Town may incur in connection therewith. Forms for each of the documents referred to in this Article shall be submitted by Contractor for approval by Town. To the extent the Town deems it appropriate or necessary, such forms may be modified or altered. ARTICLE 36. - FINAL PAYMENT. A. The final balance due Contractor under this Agreement shall be payable to Contractor by Town, as Final Payment hereunder, within thirty days after all of the following have taken place: 1. The Certificate of Completion has been delivered to Contractor; 2. Contractor's Final Requisition has been submitted by Contractor and approved; 3. The documents provided for in Article 35 hereof have been submitted by Contractor. 4. Any inspections or approvals with respect to any of the Work that Town or the Construction Manager deem legally required or appropriate by governmental authorities have been performed or obtained. 5. Sepias of all record drawings including but not limited to record shop drawings, As-Built Drawings, and surveys have been submitted by Contractor and approved by the Construction Manager and the Architect. 6. Receipt by the Town of all manufacturer's warranty's, guarantees bonds �Z operatin3installation manuals. R S. The acceptance of Final Payment shall constitute a waiver of all claims by Contractor unless a detailed and verified statement of claim has been served upon Town prior to requesting such Final Payment. ARTICLE 37. - CONSENT OF SURETY. Before Final Payment shall become due pursuant hereto, Contractor shall submit to Town a consent of surety to Final Payment in a form acceptable to the Town. C-30 CONTRACT ARTICLE 38. - WITHHOLDING AND RECOVERY OF PAYMENTS. A. Town may withhold payment or, because of subsequently discovered evidence, may nullify the whole or any part of any previously approved Requisition, including the Final Requisition, to such extent as may, in the judgement of Town, be necessary: 1. to protect Town from loss due to defective Work or to reimburse Town, Construction Manager and Architect for fines on account of noncompliance with applicable laws, rules and regulations, including OSHA; 2. to protect Town from loss due to death or injury to persons, or damage to the Work or damage to the property or work of Town, other contractors or others to the extent attributable to Contractor's fault, less any amount paid by insurance; 3. in the event that there is reasonable evidence that the Contractor has been paid amounts in excess of those properly due and payable as set forth in the mutually agreed upon cost-loaded critical path method (CPM) Schedule; 4. in the event that there is reasonable evidence that the work has or will not be completed within the time provided; or 5. in the event that Contractor has failed to perform the Work in accordance with the Contract Documents; 6. in the event of Contractor's failure to pay subcontractors or materialmen; or, 7. in any other instance where the provisions of this Contract provide for such withholding. In any of such events, Town shall first notify Contractor in writing of such event(s) and of its intention to withhold payment or nullify any previously approved Requisition, or portion thereof, on such account, and, in the event Contractor fails to cure said event(s) within seven (7) days after receipt of said notice, Town shall have the right to apply such amounts so withheld in such manner as Town may deem proper to satisfy such claims, to secure such protection, complete the work or to compensate Town for any loss suffered by reason of Contractor's delay or other act or omission. Such application shall be deemed payment for the account of Contractor. In the event that Town gives Contractor notice that it intends to make such application, Contractor shall be estopped from disputing liability or the amount of liability unless, within ten (10) days after receipt of such notice, it indicates to Town in writing that it is not liable or that the amount of its liability is different from that set forth in the notice. B. The provisions of this Section 39 are solely for the benefit of Town, and any action or nonaction by Town shall not give rise to any liability on the part of Town. C-31 CONTRACT ARTICLE 39. - TOWN'S RIGHT TO DECLARE CONTRACTOR IN DEFAULT. In addition to those instances specifically referred to in other Articles herein, the Town shall have the right to declare the Contractor in default of the whole or any part of the Work and terminate the Contract if: 1. The Contractor becomes insolvent; or if 2. The Contractor makes an assignment for the benefit of creditors pursuant to the statutes of the State of New York; or if 3. A voluntary or involuntary petition in bankruptcy be filed by or against the Contractor; or if 4. The Contractor fails to commence Work when notified to do so by the Town; or if 5. The Contractor shall abandon the Work; or if 6. The Contractor shall refuse to proceed with the Work when and as directed by the Town; or if 7. The Contractor shall without just cause reduce his Working force to a number which, if maintained, would be insufficient, in the opinion of the Town, to complete the Work in accordance with the approved Progress Schedule, and shall fail or refuse sufficiently to increase such Working force when directed to do so by the Town; or if 8. The Contractor shall sublet, assign, transfer, convey or otherwise dispose of this Contract other than as herein specified; or if 9. A receiver or receivers are appointed to take charge of the Contractor's property or affairs; or if 10. The Town shall be of the opinion that the Contractor is or has been unnecessarily or unreasonably or wilfully delaying the performance and completion of the Work, or the award of necessary subcontracts, or the placing of necessary material and equipment orders or is delaying the work of other Contractors; or if 11. The Town shall be of the opinion that the Contractor is or has been wilfully or in bad faith violating any of the provisions of the Contract documents; or if 12. The Town shall be of the opinion that the Contractor is not or has not been performing the Work in good faith and in accordance with its terms; or if C-32 CONTRACT 13. The Town shall be of the opinion the Contractor cannot or will not complete the Work within the time herein provided or within the time to which such completion may have been extended; provided, however, that the delay in timely completion is, in the Town's opinion, attributable to conditions within the Contractor's control; or if 14. The Work, or a portion thereof, is not completed within the time herein provided therefor or within the time to which the Contractor may be entitled to have such completion extended; or if 15. The Work has not been performed in a good and workmanlike manner; or if 16. The Contractor fails to secure and maintain all required insurance and bonds; or if 17. The Contractor fails to timely remove or satisfy any liens; or if 18. Contractor fails to attend Work Progress meetings as required by Article 1 of the Supplementary Conditions; or if 19. Contractor fails to comply with lawful orders concerning safety at the Site, as set forth in Article 2 of the Supplementary Conditions. EXERCISE OF THE RIGHT TO DECLARE IN DEFAULT. The right to declare in default and terminate the Contract for any of the grounds specified or referred to in this Article 39 shall be exercised by sending the Contractor and his Surety a Notice, signed by the Town, setting forth the around or grounds upon which such default is declared. QUITTING THE SITE. Upon receipt of such notice the Contractor shall immediately discontinue all further operations under this Contract and shall immediately quit the Site, leaving untouched all plant, materials, equipment, tools and supplies then on the Site. ARTICLE 40. - COMPLETION OF THE WORK BY TOWN AFTER DEFAULT. The Town, after declaring the Contractor in default and terminating the Contract, may then have the Work completed by such means and in such manner, by contract with or without public letting, or otherwise, as it may deem advisable, utilizing for such purpose such of the C-33 CONTRACT Contractor's plant, materials, equipment, tools and supplies remaining on the Site, and also such subcontractors as it may deem advisable. After such completion, the Town shall make a certificate stating the expense incurred in such completion, which shall include the cost of reletting the Contract and all other attendant costs and expenses. Such certificate shall be binding and conclusive upon the Contractor, his Sureties, and any person claiming under the Contractor, as to the amount thereof. The expense of such completion, as so certified by the Town, shall be charged against and deducted out of such monies payable to the Contractor at the time of his default. Should the expense of such completion, so certified by the Town, exceed the total sum which would have been payable under this Contract if the Work had been completed by the Contractor, any such excess shall be paid by the Contractor to the Town upon demand by the Town. ARTICLE 41. - PERFORMANCE OF UNCOMPLETED WORK. In completing the whole or any part of the Work, the Town shall have the power to depart from or change or vary the terms and provisions of this Contract, provided, however, that such departure, change or variation is made for the purpose of reducing the time or expense of such completion. Such departure, change or variation, even to the extent of accepting a lesser or different performance, shall not affect the conclusiveness of the Town's certificate of the cost of completion referred to in Article 40 hereof, nor shall it constitute a defense to an action to recover the amount by which such certificate exceeds the amount which would have been payable to the Contractor hereunder but for his default. ARTICLE 42. - OTHER REMEDIES. A. In addition to the right to declare the Contractor in default, the Town shall have the absolute right, in its sole discretion, to complete or cause to be completed, in the same manner as described in Article 40 and 41 above, any or all unsatisfactory or incomplete punch list Work that remains after the completion date specified in the punch list submitted and accepted at substantial completion. A written Notice of the exercise of this right shall be sent to the Contractor who shall immediately quit the Site in accordance with the provisions of Article 39 hereof. B. The previous provisions of this Contract relating to completion of the Work by the Town shall be in addition to, and not in limitation of, any and all other legal or equitable remedies of the Town. ARTICLE 43. - TERMINATION BY THE TOWN. C-34 CONTRACT In addition to termination pursuant to any other Article of this Contract, the Town may, at any time, terminate this Contract by written notice to the Contractor and in such event: 1. The Contractor shall, upon receipt of such notice,unless otherwise directed by the Town: a. Stop Work on the date specified in the notice; b. Take such action as may be necessary for the protection and preservation of the Town's materials and property; C. Immediately thereafter quit the site; d. Cancel all cancelable orders for material and equipment; or, if such orders are not cancelable, assign to the Town and deliver to the Site or any other location designated by the Town the materials and/or equipment covered by such orders which are not capable of use except in the performance of this Contract or which were specifically fabricated for the Work hereunder. e. Take no action which will increase the amounts payable by the Town under this Contract. 2. On all lump sum contracts, subject to the provisions of Article 33, the Town will pay the Contractor: a. Its direct cost as hereinafter defined or the fair and reasonable value, whichever is less, for: i. the portion of the Work completed up to the time of termination, and ii. non-cancelable material and equipment that is not capable of use except in the performance of this Contract and has been specifically fabricated for the sole purpose of this Contract but not yet incorporated in the Work; b. Five (5%) percent of the direct cost as hereinafter defined, except when termination is for Contractor's default pursuant to Article 39. C. In addition to the foregoing, the Contractor shall be paid five (5%) percent of the difference between the Lump Sum Contract Price and the total of all payments made prior to the notice of termination plus all payments allowed pursuant to the requirements of this Article, except when termination is for Contractor's default pursuant to Article 39. C-35 CONTRACT 3. On all unit price contracts, subject to the provisions of Article 33, the Town will pay the Contractor: a. for all completed units, the unit price stated in the Contract, and b. for incomplete units, payment will be made pursuant to the provisions of this Article. 4. Direct Costs as used in this Article shall mean: a. the actual purchase price of material and equipment plus necessary and reasonable delivery costs, b. actual cost of labor involved in construction and installation at the Site, and C. actual cost of necessary bonds and insurance purchased pursuant to requirements of this Contract less any amounts that have been or should be refunded by the Contractor's sureties or insurance carriers. d. Direct Cost shall not include overhead. In no event shall any payments under this Article exceed the Contract price for such items. All payments pursuant to this Article shall be in the nature of liquidated damages and shall be accepted by the Contractor in full satisfaction of all claims against the Town arising out of the termination. The Town may deduct or set off any claims it may have against the Contractor against any sums due and payable pursuant to this Article. ARTICLE 44. - CONTRACTOR'S WARRANTIES. In consideration of, and to induce the award of this Contract to him, the Contractor represents and warrants: 1. That he is financially solvent, sufficiently experienced and competent to perform the Work; and 2. That the facts stated in his bid and the information given by him pursuant to the Information for Bidders is true and correct in all respects; and C-36 CONTRACT 3. That he has read and complied with all requirements set forth in the Information for Bidders. ARTICLE 45. - CLAIMS AND ACTIONS THEREON. No claim against the Town, its representatives, or agents for damages for breach of contract or compensation for Extra Work shall be made or asserted in any action or proceeding at law or in equity, unless the Contractor shall have strictly complied with all requirements herein relating to the giving of notice and/or information with respect to such claims, which requirements shall constitute conditions precedent to the commencement of any such claim or action. ARTICLE 46. - INFRINGEMENT OF PATENTS. The Contractor shall be solely responsible for, and shall at its sole expense defend, indemnify and hold harmless the Town and its agents and representatives against any claims and judgements for damages for any infringement of patents or use of patented articles, tools, materials, equipment, appliances or processes in the performance or completion of the Work, including all costs and expenses which the Town and/or its agents and representatives shall or may incur or be obligated to pay by reason thereof. ARTICLE 47. - NO CLAIM AGAINST OFFICERS. AGENTS OR EMPLOYEES. No claim whatsoever shall be made by the Contractor against any officer, agent or employee of the Authority, the Town, the Architect or the Construction Manager for, or on account of, anything done or omitted to be done in connection with this Contract. ARTICLE 48. - SEVERABILITY. Any provision of this Contract which is found to be unlawful or unenforceable, and the intent of the Contract can be carried out without such provisions, then same shall be deemed of no effect and shall be deemed stricken from the Contract without affecting the binding force of the remainder. ARTICLE 49. - ALL LEGAL PROVISIONS DEEMED INCLUDED. It is the intent, understanding and agreement of the parties to this Contract that each and every provision of law required to be inserted in this Contract shall be and is inserted herein, and if, through mistake or otherwise, any such provision is not inserted, or is not inserted in C-37 CONTRACT correct form, then this Contract shall forthwith upon the application of either party, be amended by such insertion so as to comply strictly with the law. ARTICLE 50. - TAX EXEMPTION The Town is exempt from payment of Federal, State, local taxes and Sales and Compensating Use Taxes of the State of New York and of cities and counties on all materials and supplies sold to the Town pursuant to the provisions of this Contract. These taxes are not to be included in bids. However, this exemption does not apply to tools, machinery, equipment or other property leased by or to the Contractor or a subcontractor, or to supplies and materials which, even though they are consumed, are not incorporated into the completed Work (consumable supplies), and the Contractor and his subcontractors shall be responsible for and pay any and all applicable taxes, including Sales and Compensating Use Taxes, on such leased tools, machinery, equipment or other property, and upon all such unincorporated supplies and materials. The Contractor agrees to sell and the Town agrees to purchase all supplies and materials, other than consumable supplies, required, necessary or proper for, or incidental to, the construction of the Project covered by this Agreement. The sum paid under this Agreement for such supplies and materials shall be in full payment and consideration for the sale of such supplies and materials herein, and is included in the price of the Work to be performed hereunder. The purchase by the Contractor of the supplies and materials sold hereunder shall be a purchase or procurement for resale and therefore not subject to the New York State Sales or Compensating Use Taxes or any such taxes of cities or counties, and the sale of such supplies and materials by the Contractor to the Town is exempt from the aforesaid sales or compensating use taxes. With respect to such supplies and materials, the Contractor, at the request of the Town, shall furnish to the Town such bills of sale and other instruments as may be required by it, properly executed, acknowledged and delivered, assuring to the Town title to such supplies and materials, free of liens or encumbrances, and the Contractor shall mark or otherwise identify all such materials as the property of the Town. Title to all materials to be sold by the Contractor to the Town pursuant to the provisions of the Contract shall immediately vest in and become the sole property of the Town upon delivery of such supplies and materials to the Site and prior to its becoming a part of the permanent structure. However, notwithstanding such transfer of title, the Contractor shall have the full and continuing responsibility to install such materials and supplies in accordance with the provisions of this Agreement, protect them, maintain them in a proper condition and forthwith repair, replace and make good any damage thereto, theft or disappearance thereof, and furnish additional materials in place of any that may be lost, stolen or rendered unusable, C-38 CONTRACT without cost to the Town, until such time as the Work covered by the Contract is fully accepted by the Town. Such transfer of title shall in no way affect any of the Contractor's obligations hereunder. In the event that, after title has passed to the Town, any of such supplies and materials are rejected as being defective or otherwise unsatisfactory, title to all such rejected supplies and materials shall be deemed to have been transferred back to the Contractor. The purchase by subcontractors of supplies and materials to be sold hereunder shall also be a purchase or procurement for resale to the Contractor (either directly or through other subcontractors) and, ultimately, to the Town, and therefore not subject to the aforesaid Sales or Compensating Use Taxes, provided that the subcontract agreements provide for the resale of such supplies and materials prior to and separate and apart from the incorporation of such supplies and materials into the permanent construction and that such subcontract agreements are in a form similar to this Contract with respect to the separation of the sale of materials from the Work and labor, services, consumable supplies and any other matters to be provided, and provided further that the subcontract agreements provide separate prices for (1) materials and (2) all other services and matters. Such separation shall actually be followed in practice, including the separation of payments for supplies and materials from the payments for other Work and labor and other things to be provided. The Contractor and his subcontractors and materialmen shall obtain any and all necessary Contractor Exempt Purchase Certificates or resale certificates from the appropriate governmental agency or agencies, and furnish a Contractor Exempt Purchase Certificate or resale certificate to all persons, firms or corporations from which they purchase supplies and materials for the performance of the Work covered by this Contract. C In the event any of the provisions of this Article-52-shall be deemed to be in conflict with P'D any other provisions of this Agreement or create any ambiguity, then the provision of this #2 Article shall control. ARTICLE 51. - CHOICE OF LAW, CONSENT TO JURISDICTION AND VENUE. This Contract shall be deemed to be executed in the Town of Mamaroneck, County of Westchester, State of New York, regardless of the domicile of the Contractor, and shall be governed by and construed in accordance with the laws of the State of New York. The parties agree that any and all claims asserted by or against the Town, its agents or representatives, arising under this Contract or related thereto shall be heard and determined either in the courts of the United States located in White Plains, New York ("Federal Courts") or in the courts of the State of New York ("New York State Courts") located in the City of C-39 CONTRACT White Plains and County of Westchester. To effect this agreement and intent, the Contractor agrees: (a) If the Town initiates any action against the Contractor in Federal Court or in New York State Court, service of process may be made on the Contractor either in person, wherever such Contractor may be found, or by registered mail addressed to the Contractor at its address as set forth in this Contract, or to such other address as the Contractor may provide to the Town in writing; and (b) With respect to any action between the Town and the Contractor in New York State Court, the Contractor hereby expressly waives and relinquishes any rights it might otherwise have (i) to move to dismiss on grounds of forum non conveniens, (ii) to remove to Federal Court; and (iii) to move for a change of venue to a New York State Court outside Westchester County. (c) With respect to any action between the Town and the Contractor in Federal Court located in White Plains, New York, the Contractor expressly waives and relinquishes any right it might otherwise have to move to transfer the action to a United States Court outside of White Plains, New York. (d) If the Contractor commences any action against the Town in a court located other than in the County of Westchester and State of New York, upon request of the Town, the Contractor shall either consent to a transfer of the action to a court of competent jurisdiction located in the County of Westchester and State of New York, or, if the court where the action is initially brought will not or cannot transfer the action, the Contractor shall consent to dismiss such action without prejudice and may thereafter reinstitute the action in a court of competent jurisdiction in Westchester County, New York. If any provision(s) of this Article is held unenforceable for any reason, each and all other provision(s) shall nevertheless remain in full force and effect. ARTICLE 52. - MODIFICATION OF CONTRACT. No change, modification, termination or discharge of this Contract in any form whatsoever shall be valid or enforceable unless it is in writing and signed by the party to be charged therewith or his duly authorized representative, provided; however, that any change in or modification, termination or discharge of this Contract expressly provided for in the Contract shall be effective as so provided. ARTICLE 53. - NO DELAY. No dispute or claim hereunder shall give Contractor the right to stop or otherwise delay or interfere with any work to be performed hereunder by Contractor, its subcontractors, any other C-40 CONTRACT Contractor or subcontractor, the Town, Construction Manager, Architect, or any other persons or entities engaged or involved with the Project. ARTICLE 54. - FINANCING CONTINGENCY. This Contract is expressly contingent upon the obtaining of sufficient financing for the Project by the Authority and/or the Town of Mamaroneck. IN WITNESS WHEREOF, the Supervisor, on behalf of the Town and the Contractor have executed this agreement in quadruplicate, two parts of which are to remain with the Town, another to be filed with the Construction Manager and the fourth to be delivered to the Contractor. C-41 CONTRACT TOWN OF MAMARONECK By Caroline Silverstone, Supervisor (Name of Contractor) By (Member of Firm or Officer or Corporation) (Where Contractor is a Corporation, add): Attest: Secretary (Seal) C-42 CONTRACT C-43 ACKNOWLEDGEMENT OF CONTRACTOR, IF A CORPORATION STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known, who, being by me duly sworn, did depose and say that he resides at that he is the of the corporation which executed the above instrument, and (insert title) that he signed his name thereto by order of the Board of Directors of said corporation. Notary Public ACKNOWLEDGEMENT OF CONTRACTOR, IF A PARTNERSHIP STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known to me (insert full name and address) to be a member of the firm ; who executed (insert legal name of partnership) the foregoing instrument, and he duly acknowledged to me that he executed the same for and in behalf of said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF CONTRACTOR, IF AN INDIVIDUAL STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known and known to me to be the person who (insert full name and address) executed the foregoing instrument and he duly acknowledged that he executed the same. Notary Public ACKNOWLEDGEMEMT OF THE TOWN OF MAMARONECK STATE OF NEW YORK ) ) ss: COUNTY OF WESTCHESTER ) On the day of in the year 19 before me personnally came to me known, who being by me duly sworn, did depose and say that she resides at that she is the Supervisor of the Town of Mamaroneck, a municipal corporation, which executed the above instrument, and that she signed her name thereto by order of the Town Board. Notary Public HOMMOCKS PARK APARThIENTS MAMARONECK, NEW YORK PROJECT MANUAL APPENDIX A APPENDIX "A" GENERAL SITEWORK CONSTRUCTION HEATING ELECTRICAL PLUMBING REFERENCES ITEM REQUIREMENTS CONTRACT CONTRACT CONTRACT CONTRACT CONTRACT TA 93-1 IIA 93-1 IIA 93-2 HA 93-3 IIA 934 ART. 21 Contract Bid Bond or Bid Bond or Deposit 10%of Bid 10% of Bid 10% of Bid 10% of Bid 10% of Bid Deposit ART. 15 Contract Time of Completion Consecutive 396 396 396 396 396 Calendar Days Appendix F Westchester County (x)Required (x)Required Not Required Not Required Not Required Requirements Appendix E New York State (x)Required Not Required Not Required Not Required Not Required Requirements ART. 20 Contract Retained Percentage Percent of Each 5% 5% 5% 5% 5% Partial Payment ART. 24 Agreement Payment Bond and Required 100% 100% 100% 100% 100% Performance Bond ART. 21 Agreement (x)Workmen's (x)Required (x)Required (x)Required (x)Required (x)Required Compensation ART 21. Contract (x)General Liability 5,000,000 w/ 5,000,000 w/ 3,000,000 3,000,000 w/ 3,000,000 w/ Combined Single XCU coverage XCU coverage XCU coverage XCU coverage Limit ART 21. Contract (x)Automobile 5,000,000 5,000,000 3,000,000 3,000,000 3,000,000 Liability Combined Single Limit INSURANCE INDICATED BY(X)WILL BE REQUIRED UNDER EACH CONTRACT HOMMOCKS PARK APARTMENTS MAMARONECK, NEW YORK PROJECT MANUAL APPENDIX B: SAMPLE INSURANCE CERTIFICATE VV+ 1 I � TL V ��1vUe 1/'11 tlCr` ---- --Ss E CAT PRODUCER THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE (Name and Address Insurance Broker DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE )r Agent) POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A LETTER COMPANY B INSURED LETTER CO (Legal Name and Address of Contractor) LETTER"Y C COMPANY D LETTER COMPANY E LETTER COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE(MM/DD/YY) DATE(MM/DO/YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY X PRODUCTS-COMP/OP AGG $ ! CLAIMS MADE X OCCUR. PERSONAL d ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. 9 EACH OCCURRENCE $ I FIRE DAMAGE(Any one tire) $ MED.EXPENSE Any one person) S AUTOMOBILE LIABILITY CCMBINEO SINGLE ANY AUTO � LIMIT $ X ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS C11 BODILY INJURY $ X NON-OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE S EXCESS LIABILITY EACH OCCURRENCE S UMBRELLA FORM AGGREGATE S OTHER THAN UMBRELLA FORM ' WORKER'S COMPENSATION STATUTORY LIMITS AND EACH ACCIDENT $ EMPLOYERS'LIABILITY DISEASE—POLICY LIMIT $ DISEASE—EACH EMPLOYEE $ OTHER Hold harmless and indemnification clause which is typed on reverse side of this Certificate. i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS The County of Westchester, Town of Mamaroneck, Town of Mamaroneck Housing Authority, The Tri-Tech Group and Perkins Eastman and Partners are named as additional insureds with indemnification clause and hold harmless agreement applicable. CERTIFICATE HOLDER CANCELLATION Town of Mamaroneck Housing Authority SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Town Center, 740 West Boston Post Road EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL i Mamaroneck, NY 10543 MAIL_3O_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE le Tri-Tech Group LEFT 11 Farmingdale Road j West Babylon, NY 11704 AUTHORIZED REPRESENTATIVE APPENDIX B ACORD 25-S (7/90) CACORD CORPORATION 1990 The Contractor agrees to protect, defend, indemnify and hold the Town of Mamaroneck Housing Authority, the Town of Mamaroneck, the Construction Manager, the Architect and their officers, employees and agents free and harmless from and against any and all losses, penalties, damages, settlements, costs, charges, professional fees or other expenses or liabilities of every kind and character arising out of or relating to any and all claims, liens, demands, obligations, actions, proceedings or causes of action of every kind and character in connection with or arising directly or indirectly out of this agreement and/or the performance hereof . Without limiting the generality of the foregoing, any and all such claims, etc . , relating to personal injury, death, damage to property, defects in materials or workmanship, actual or alleged infringement of any patent, trademark, copyright (or application for any thereof) or of any other tangible or intangible personal or property right, or any actual or alleged violation of any applicable statute, ordinance, administrative order, rule or regulation, or decree of any Court, or claims of damages or injury by reason of the Contractor' s failure to comply with the Authority' s directions promptly or if any other contractor having or who shall hereafter have a contract with the Authority for the performance of Work upon the Site claim to sustain any damage through any act or omission of the Contractor hereunder or through any act or omission of any subcontractor of the Contractor, the Contractor agrees to reimburse such other contractor directly for all such damages and any such claim(s) shall be included in the indemnity hereunder. The Contractor further agrees to investigate, handle, respond to, provide defense for and defend any such claims, etc . , at his sole expense and agrees to bear all other costs and expenses related thereto, even if it (claims, etc . ) is groundless, false or fraudulent . In any case in which such indemnification would violate Section 5-322 . 1 of the New York General Obligations Law, or any other applicable legal prohibition, the foregoing provisions concerning indemnification shall not be construed to indemnify the Town of Mamaroneck Housing Authority, the Town of Mamaroneck, the Construction Manager, and the Architect for damage arising out of bodily injury to persons or damage to property caused by or resulting from the sole negligence of the Town of Mamaroneck Housing Authority, the Town of Mamaroneck, the Construction Manager, the Architect or their employees . (The above must appear on the back of the Insurance Certificate) HOMMOCKS PARK APARTMENTS MAMARONECK, NEW YORK PROJECT MANUAL APPENDIX C: SAMPLE PERFORMANCE BOND FORM BOND NO. PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That (here insert the legal name and address of the Contractor) as Principal, (hereinafter called "Principal"), and (here insert the legal name and address of Surety) as Surety,(hereinafter called "Surety"), are held and firmly bound unto the Town of Mamaroneck, Town Center, 740 West Boston Post Road, Mamaroneck, New York 10543, as Obligee, (hereinafter called the "Town"), in the amount of (insert 100% of the Contract Price) Dollars ($ ), for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, PRINCIPAL has by written agreement dated entered into a Contract with the Town for (insert contract number and project title) in accordance with drawings, specifications and contract documents which are made a part hereof and which Contract is by reference made a part hereof, and is hereinafter referred to as "the Contract." NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that if the Principal, his or its representatives or assigns, shall well and faithfully perform the said Contract and all modifications, amendments, additions and alterations thereto that may hereafter be made, according to its terms and its true intent and meaning, and shall fully defend, indemnify and save harmless the Town from all loss, cost, damage and expense which it may suffer by reason of failure so to do, and shall fully reimburse and repay the Town for all outlay and expense which the authority may incur in making good any such default, then this obligation shall be void, otherwise the same to remain in full force and effect. The Surety, for value received, hereby stipulates and agrees, if requested to do so by the Town, to fully perform and complete the work to be performed under the Contract, pursuant to the terms, conditions, and covenants thereof, if for any cause the Principal fails or neglects to so fully perform and complete such work. The Surety further agrees to commence such work of completion within twenty (20) days after written notice from the Town. The Surety, for value received, for itself and its successors and assigns, hereby stipulates and agrees that the obligation of said Surety and its Bond shall in no way be impaired or affected by any extension of time, modification, omission, addition or change in or to the said Contract or the work to be performed thereunder, or by any payment thereunder before the time required therein, or by any waiver of any provisions thereof, or by any assignment, subletting or other transfer thereof or of any work to be performed or moneys due or to become due thereunder; and said Surety does hereby waive notice of any and all of such extensions,modifications,omissions, additions,changes,payments, waivers, assignments, subcontracts and transfers, and hereby expressly stipulates and agrees that any and all things done and omitted to be done by and in relation to assignees, subcontractors, and other transferees shall have the same effect as to said Surety as though done or omitted to be done by or in relation to said Principal. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the Town named herein or the heirs, executors, administrators or successors of the Authority. Signed as of this day of 19 IN THE PRESENCE OF: (Insert legal name of Principal) BY (Signature) (Title) (Insert legal name of Surety) BY (Signature) (Title) ACKNOWLEDGEMENT OF CONTRACTOR, IF A CORPORATION STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 before me personally came to me known, who, being by me duly sworn, did depose and say that he resides at that he is the of the corporation described in and which executed the (insert title) above instrument as Principal, and that he signed his name thereto by order of the Board of Directors of said corporation. Notary Public ACKNOWLEDGEMENT OF CONTRACTOR, IF A PARTNERSHIP STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to (insert full name and address) me known to me to be a member of the firm described (insert legal name of partnership) in and who executed the foregoing instrument as Principal; and he duly acknowledged to me that he executed the same for and in behalf of said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF CONTRACTOR, IF AN INDIVIDUAL STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known (insert full name and address) and known to me to be the person described in and who executed the foregoing instrument as Principal and he duly acknowledged that he executed the same. Notary Public ATTORNEY IN FACT ACKNOWLEDGEMENT STATE OF NEW YORK ) ss: COUNTY OF ) On the day of 19 , before me personally came the attorney in fact of the Surety named in the foregoing Labor and Material Bond to me known to be the individual described in and who, as such attorney, executed the foregoing Bond, and acknowledged that he executed the same as the Act and deed of the said party or parties therein described as Surety, and for the purpose therein mentioned, by virtue of a power of attorney duly executed and acknowledged by the said Surety bearing the date of day of 19 ; and that said power of attorney is still in full force. Notary Public ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known, who, being by me duly sworn, did depose and say that he resides at that he is the of , (Insert title) (Insert name of Surety) the corporation described in and which executed the above instrument; and that he signed his name thereto by order of the Board of Directors of said corporation. Notary Public HOMMOCKS PARK APARTMENTS MAMARONECK, NEW YORK PROJECT MANUAL APPENDIX D: SAMPLE LABOR AND MATERIAL PAYMENT BOND FORM NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used in the performance of the Contract, then this obligation shall be void; otherwise such obligation shall remain in full force and effect, subject, however to the following conditions: 1. A claimant is defined as one having a direct contract with the Principal or with a Subcontractor of the Principal for labor, materials, or both, used in the performance of the Contract; labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Town that every claimant, as herein defined, ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgement for such sum or sums as may be justly due claimant, and have execution thereon. The Town shall not be liable for the payment of any cost, expenses or judgements of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: (a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to the following: 1) the Principal, 2) the Town, 3) the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope addressed to the Principal, the Town and Surety, at the place where an office is regularly maintained by said Principal, the Town or Surety for the transaction of business, or served in any manner in which legal process may be served in the State in which the aforesaid Project is located, save that such service need not be made by a public officer. (b) after the expiration of one (1) year following the date on which Principal last furnished or performed work on said Contract. However, if any limitation embodied in this bond is prohibited by any law controlling the construction hereof, such limitation shall be deemed to be amended so as to the equal to the minimum period of limitation permitted by such law. (c) Other than in a State Court of competent jurisdiction in and for the county or other political subdivision of the State in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is situated, and not elsewhere. 4. The amount of this Bond shall be reduced by and to the extent of any payment by Surety of Mechanic's Liens which may be filed of record against the Project whether or not claim for the amount of such Lien be presented under and against this Bond. Signed as of this day of 19 IN THE PRESENCE OF: (Insert legal name of Principal) BY (Signature) (Title) (Insert legal name of Surety) BY (Signature) (Title) ACKNOWLEDGEMENT OF CONTRACTOR IF A CORPORATION STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 before me personally came to me known, who, being by me duly sworn, did depose and say that he resides at that he is the of the corporation described in and which executed the (insert title) above instrument as Principal, and that he signed his name thereto by order of the Board of Directors of said corporation. Notary Public ACKNOWLEDGEMENT OF CONTRACTOR IF A PARTNERSHIP STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to (insert full name and address) me known to me to be a member of the firm described (insert legal name of partnership) in and who executed the foregoing instrument as Principal; and he duly acknowledged to me that he executed the same for and in behalf .of said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF CONTRACTOR, IF AN INDIVIDUAL STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came tome known (insert full name and address) and known to me to be the person described in and who executed the foregoing instrument as Principal and he duly acknowledged that he executed the same. Notary Public ATTORNEY IN FACT ACKNOWLEDGEMENT STATE OF NEW YORK ) ss: COUNTY OF ) On the day of 19 , before me personally came the attorney in fact of the Surety named in the foregoing Labor and Material Bond to me known to be the individual described in and who, as such attorney, executed the foregoing Bond, and acknowledged that he executed the same as the Act and deed of the said party or parties therein described as Surety, and for the purpose therein mentioned, by virtue of a power of attorney duly executed and acknowledged by the said Surety bearing the date of day of 19 ; and that said power of attorney is still in full force. Notary Public ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known, who, being by me duly sworn, did depose and say that he resides at that he is the of , (Insert title) (Insert name of Surety) the corporation described in and which executed the above instrument; and that he signed his name thereto by order of the Board of Directors of said corporation. Notary Public HOMMOCKS PARK APARTMENTS MAMARONECK, NEW YORK PROJECT MANUAL APPENDIX E: SAMPLE BID BOND FORM BOND NO. LABOR AND MATERIAL PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: That (here insert the legal name and address of the Contractor) as Principal, (hereinafter called "Principal"), and. (here insert the legal name and address of Surety) as Surety, (hereinafter called "Surety"), are held and firmly bound unto the Town of Mamaroneck, Town Center, 740 West Boston Post Road, Mamaroneck, New York 10543, as Obligee, (hereinafter called the "Town"), for the use and benefit of the claimants in the amount of (insert 100% of Contract Price) Dollars ($ for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, PRINCIPAL has by written agreement dated entered into a Contract with the Town for (insert contract number and project title) in accordance with drawings, specifications and Contract Documents which are made a part hereof and which Contract is referenced and made a part hereof, and is hereinafter referred to as "the Contract." BOND NO. BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned (Bidder's legal name and address) as Principal and (Surety's legal name and address) as Surety, are hereby held and firmly bound unto the Town of Mamaroneck, Town Center, 740 West Boston Post Road, Mamaroneck, New York 10543 in the penal sum of $ , or in the full and just sum of the difference between (insert ten percent of amount of bid) the total bid of the Principal and the total bid of the bidder submitting the next lowest bid, whichever sum shall be higher, for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Executed this day of 19 The condition of the above obligation is such that whereas the Principal has submitted to the Town of Mamaroneck a certain bid, attached hereto and made a part hereof, to enter into a Contract in writing for the (Insert Project Title and Contract Number) NOW, THEREFORE, (a) If said bid shall be rejected or, in the alternate (b) If said bid shall be accepted and the Principal shall execute and deliver a properly completed Contract in the form of Contract attached hereto in accordance with said bid,and shall furnish a Bond for the faithful Performance of said Contract by the Principal, and for the Payment of said persons performing Labor or furnishing Materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said bid, then this obligation shall be void, otherwise the same shall remain in full force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and said Surety's Bond in no way shall be impaired or affected by any extension of time within which the Town may accept such bid, and said Surety does hereby waive notice of any such extension, IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and if they are corporations have caused their corporate seals to be hereto affixed, and these presents to be signed by the proper officers, the day and year first set forth above. (SEAL) (L.S.) Principal (Insert Name of Bidder) By (Title) Surety (Insert Name of Surety) (SEAL) By (Title) ACKNOWLEDGEMENT OF CONTRACTOR, IF A CORPORATION STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 before me personally came to me known, who, being by me duly sworn, did depose and say that he resides at that he is the of the corporation described in and which executed the (insert title) above instrument as Principal, and that he signed his name thereto by order of the Board of Directors of said corporation. Notary Public ACKNOWLEDGEMENT OF CONTRACTOR, IF A PARTNERSHIP STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to (insert full name and address) me known to me to be a member of the firm described (insert legal name of partnership) in and who executed the foregoing instrument as Principal; and he duly acknowledged to me that he executed the same for and.in behalf of" said firm for the uses and purpose mentioned therein. Notary Public ACKNOWLEDGEMENT OF CONTRACTOR, IF AN INDIVIDUAL STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known (insert full name and address) and known to me to be the person described in and who executed the foregoing instrument as Principal and he duly acknowledged that he executed the same. Notary Public ATTORNEY IN FACT ACKNOWLEDGEMENT STATE OF NEW YORK ) ss: COUNTY OF ) On the day of 19 , before me personally came the attorney in fact of the Surety named in the foregoing Labor and Material Bond to me known to be the individual described in and who, as such attorney, executed the foregoing Bond, and acknowledged that he executed the same as the Act and deed of the said parry or parties therein described as Surety, and for the purpose therein mentioned, by virtue of a power of attorney duly executed and acknowledged by the said Surety bearing the date of day of 19 ; and that said power of attorney is still in full force. Notary Public ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK ) ss: COUNTY OF ) On the day of in the year 19 , before me personally came to me known, who, being by me duly sworn, did depose and say that he resides at that he is the of , (Insert title) (Insert name of Surety) the corporation described in and which executed the above instrument; and that he signed his name thereto by order of the Board of Directors of said corporation. Notary Public HOMMOCKS PARK APARTMENTS MAMARONECK, NEW YORK PROJECT MANUAL APPENDIX F: STATUTORY REQUIREMENTS NEW YORK STATE HOUSING FINANCE AGENCY New York State Housing Finance Agency !'ark .\tiNnue \Pw Yk ` Y i0011t ;21:: �'A6 9700 AFFIRYATIVE ACTION REQUIREMENTS FGR CONSTKUCTION PROJECTS FINANCED BY riFA It is the policy of the agency to actively and affirmatively promote and assist: ( 1 ) equal employment opportunities for women and members of minority groups; and (2) the fair participation of minority and women-owned business enterprises in all aspects of the development and construction relating to projects financed by the Agency. In order to implement this policy the Agency has established the following requirements for all construction projects financed by the Agency: 1 . The borrower and all contractors must comply with all applicable state and federal laws and regulations regarding affirmative action and equal employment opportunity. 2. at or before the loan closing the borrower and the contractor will be required to sign an Affirmative Action Agreement. The Agreement, which is attached, establishes the minority and female employment goals for the area where the project is located and the workforce reporting requirements. 3,- Thirty (30) days prior to the Agency submitting a project to its Memcers for approval the borrower will be required to submit and have approved by the Agency a minority and w omen-cwnea business utilization plan. Attacned is a model plan which includes the minority business goal and the women-owned business goal the Agency feels is appropriate for your project. Borrowers are encouraged to utilize the model plan; however, you may submit for the agency' s review and approval a plan developed by your organization. 0688r 1/85 AFFIRMATIVE ACTI0:1 REE',IENT This affirmative action agreement ("a;reement") is entered into as of the cav of 199 by and among k"Contractor"), having an otfice at ("Borrower"), a locatea at ana the NEW YORK STATE HOUSING i iNaNCE AGENCY ("agencv"), a public benefit corporation having its principal place of business at 3 Parte avenue, New York, New York 10016. WITNESSET H: �� HEREAS, Borrower has contractee with Contractor to construct a project known as ("Project") located at , and WHEREAS, the Project is to be financed in part through the issuance of certain bonds issuea by the agency, ana the agency requires as a condition of its financing that the Contractor agree to the provisions set forth herein to ensure tnat no inaividual is discriminated against on the basis of race, national origin, or sex; NOW, THEREFORE, the parties agree as follows: A. affirmative action Goals The Contractor shall ensure equal employment opportunity for all individuai: ana shall incorporate this requirement in its subcontracts under the Project unless specificaily exempted therefrom in writing by the agency. If the agency ceems it appropriate, in its sole discretion, the Borrower shall engage an affirmative action officer acceptable to the Agency to monitor compliance with the agencv's requirements under this Agreement by the Contractor and all subcontractors and furnish the agency with such reports as the agencv requires to verify compliance. B. Equal Employment Opportunitv rhe Contractor shall make every effort to achieve the goals set forth in the attached Exhibit A. If the Contractor fails to achieve these coals, the Contractor must demonstrate affirmative action efforts unser the Project at least as extensive as the following: 1. Ensure and maintain a worKing environment free of harassment, intimidation, and coercion at all sites ana in ail facilities at which the Contractor's er;ipiovees are assigned to work under the Program. The Contractor snail soeeifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's ooligation to maintain such a worKing environment *h�ith specific attention to minorities and ,vomen worKing at suen sites or in such facilities. ., Establish and maintain a current list of recruitment sources for minorities and women, provide written notification to these sources when the Contractor or its unions has employment opportunities available, ana maintain a record of each organization's response. Maintain a current file of the names, addresses, aha telephone numbers of each off-the-street application from -minorities or women ana referrals from a union for a recruitment source for minorities or women and of the action taken with respect to each individual. 4. Disseminate the Contractor's nondiscrimination policy relating to the Project by providing notice of it to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its equal employment opportunities obligations, by including it in such company publications as refer to the Project, by including it in any advertising including but not limited to any notices of available jobs, and by informing other contractors and subcontractors of it. Review at least annually the Contractor's nondiscrimination policy And affirmative action obligations under this :agreement vith all emplovees having any responsibility for hiring, assignment, layoff, termination or other employment decisions, including specific review of these items with onsite supervisory personnel such as superintendents and general foremen before the initiation of construction work at any job site. A written record shall be made and ;maintained identifving the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. 5. Direct its recruitment efforts, both oral and written, to community organizations representing the interests of minorities and/or women, to schools with minority students, and to recruitment and training organizations serving the Contractor's recruitment area ana employment neees for this Project. Not later than one month prior to the Cate for acceptance of applications for apprenticesnip or other training by any recruitment source, the Contractor shall sena .\.ritten notification to or-ganizations such as the above. Cescribing the _openings, screenine procedures, and tests to be usea in the selection process. Encourage present minority and women employees to recruit others similarly situatea and, where reasonaole, proviae after-school, summer, and vacation employment to minority and women students both on the site and in other areas of the Contractor's work force. 3. Validate all tests and other selection requirements. y. Conduct, at least annually, an inventory and evaluation of all minority and women personnel for promotional ot:portunities under this Project and encourage these employees to seek or to prepare for, through appropriate apprenticeship training, suen opportunities. 10. Ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the nondiscrimination policy and the Contractor's obligations under this :agreement are being carriea out. 11. Conduct a review, at least annually, of all supervisors' adherence to ana performance pursuant to this agreement. 12. Inform subcontractors of their obligations relating to the goals of minority employment ana training. 13. The Contractor shall maintain written documentation of its activities pursuant to sections 1 to 12 of this Paragraph B, for a period until one year after completion of the project, in such form as will enable to Agency to verify compliance therewith, and which documentation shall be available during business hours, to the Agency or its representatives. C. ompliance 1. The Contractor will maintain in a form approved by the agency monthly reports snowing for each day the Contractor performs the number of minority and women employees in each trade used in the Project, the hours worked by minority and women employees and the percentage of total work force such - 3 - 1urr:oer constitutes for each :race. ana sucn other information as :he Agencv may recuire. Sucn reports snail be completed .Vithin fivebusiness nays of the enc of each ;,ontn ana snail 5e available during pus. ess .-ours to the _�.;encv or Its representatives. _ ?'he .�zencv may conduct a com?liance review at such times And :n such manner it teems necessary to effectuate this Agreement. The Contractor will incorporate or cause to be incorporated the r ecuirements of this Agreement in every subcontract the Contractor enters into under this project. unless specifically exempted therefrom in writing pv the -kgencv. 4, A failure by the Contractor to comply with this Agreement will pe deemed by the Agency to be a default of the Contractor's obligations under the Construction Contract. Borrower hereby constitutes the Agency its agent, coupled with an interest, for the purpose of prosecuting such a default and seekine appropriate remedies. I.N ;NITNESS WHEREOF, the parties gave caused this agreement to he executed by representatives duly authorized to bind them, as of the day and year first above written. CONTRACTOR Bv: SORRO�� ER Bv: NE`A YORE; STATE HOUSING FINANCE AGENCY Bv: 113 1, A757 A - 4 - Minority I Female VWorkforce Goals By Lconanig is New York State 1984 Minority Minority _ Goal Goal (Percentage) Economic Area (Percentage) Econanic Area 007 Albany - Schenectady - Troy, NY: 012 New York, NY: SMSA Counties: SMSA Counties: 5.8 0160 Albany - Schenectady - Troy, NY --------- 3.2 5380 Nassau - Suffolk, NY -----"""'------- NY Rensselaer, NY Nassau; NY Suffolk. ---------- 22.6 NY Albany; a; NY Schenectady. 5600 New York, NY, NJ ------------- NY Saratoga; NY Schenectady. NY Putnam, NY Rockland; NY Westchester; Non-SMSA Counties ----------------------------- 2.6 NY Clinton; NY Columbia; NY Essex; NY Fulton NY New York City. 6460 Poughkeepsie, NY -------------------'--- 6.4 NY Greene; NY IlamiIton; NY Schoharie; NY Warren NY Dutchess NY Washington. Non-SMSA Counties ----------------------- 17.0 008 Syracuse - Utica, NY: NY Orange; NY Sullivan; NY Ulster. SVSA Counties: 8160 Syracuse, NY --------------------------- 3.8 NY Madison; NY Onondaga; NY Oswego• _ 8680 Utica - flaw, NY ------- ------------- 2 1 (The following goal ranges are applicable to the indicated trades in the Counties of Bronx, Kings, New NY Herkimer; NY Oneida. 25 York, Queens and Riclrrond.) Non-SVSA Counties ---------------------------- NY Cayuga; NY Cortland; NY Franklin; NY Jefferson; NY Lewis; NY St. Lawrence. Electricians 9.0 to 10.2 009 Rochester, NY: Carpenters 27.6 to 32.0 SMSA Counties Steam fitters 12.2 to 13.5 6840 Rochester, NY -------------------------- 5.3 Metal NY Livingston; NY Monroe; NY Ontario; Paint oi nt lathers 24.6 to 25.6 ainters 28.6 to 26.0 NY Orleans; NY Wayne. P Non-SVSI'lud>crs 12A Counties ---------------------------- 5.9 Operating engineers 12.0 to 14.5 .6 to 26. NY Genesee; NY Seneca; NY Yates. Iron workers (struct) 25.9 l0 32.0 (110 lluffalo, NY: Elevator constructors 5.5 to 6.5 SMSA Counties: Bricklayers 13.4 to 15.5 1280 Buffalo, NY ---------------------------- 7.7 Asbestos workers 22.8 to 28.11 NY Erie; NY Niagara. Roofers 6.3 to 7.5 Non-SMSA Gounlies ---------------------------- 6.3 Iron workers (ornarnenlal) 22.4 to 23.11 NY Allegany; NY Cattaraugus; NY otautauqua; Canent imesons 23.0 to 27.0 NY Wyoming. Glaziers 16.0 to 20.0 (III Binghamnton-Elmira, NY: Plasterers 15.8 to 18.0 SMSA (bunties: Teamsters 22.0 to 22.5 0960 Binghamton, NY-PA ---------------------- 1.1 m Iloi lern>E►kers 13.0 to 15.5 NY Broom; NY Tioga. All others 16.4 to 17.5 '2'335 Elmira, NY ----------------------------- 2.2 NY (lmonmg Non-SMSA (,ounties ---------------------------- 1.2 NY Chenango; NY Delaware; NY Otsego; NY Schuyler, NY Steuben; NY Tompkins. 1_ '%Iinority" includes: (i) Black (all persons having origins in any of the Black African Racial groups not of It ispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Oban, Central or South American or other Spanish Culture or origin regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, r the Pacific Island); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North Atnerica and maintaining identifiable trip,( affiliations through nmanbership and participation or camunity identification). 2/'Ibe Female Workforce Goal for all areas in New York State is 6.9 percent. .MINORITY AND tr0'VIEN-O NED B(;SINESS UTILIZATION PLAN INTRODUCTION This Minority and Women-owned Business Utilization Plan ("Plan") has been adopted by ("Borrower") to insure the meaningful participation of minority and women-owned business enterpriseSPr n e ("Project"), development of the project known as AGENCY ("Agency") financed by the NEW YORK STATE HOUSI, • A. CE by insuring that a fair share of the work performed in connection therewith is awarded to such enterprises. In order to achieve this objective Borrower has established the following goals, presented as a percentage of the total value of all contracts let in connection with the Froject:(1) 15 % to minority business enterprises and (2) 5 ;b to women-owned business enterprises. Minority and women-owned business enterprises will oe given meaningful participation in all contracts for development, design, construction, procurement and services let in connection with Project. The total dollar award of contracts includes the total contract price of all contracts awarded for the furnishing of labor, materials or services for inclusion in the project, exclusive of payments to governmental agencies and financing costs. Specific products and services include but are not limited to architectural and engineering services, legal services, all construction trades, equipment and fixtures, finishes, and f urnisnings. DEFINITIONS (A) `linority or Minorities shall mean: (1) Black persons having origins in any of the Black African racial ;roups not of Hispanic origin; (2) Hispanic persons of Mexican, Dominican, Puerto Rican, Cuban, Central or South American culture or origin, regardless of race; (J) Asian and Pacific Islancer persons naving origins in any of the original peoples of the Far East, S-outheast .�sia, the Incian subcontinent or the Pacific Islands: 1,4) American Indian or Alaska Native cersons naving origins in any of the original peoples of `ortn .-'Lmerica and maintaining identifiable tribal affiliations through membership and participation or community identification. B) ..linority Business Enterprise (_GIBE) shall mean a business that is owned, operatea ana controiled by one or more Minority persons. For the Purpose of this definition the term "owned" shall mean tnat one or more '.iinority persons own 5 1 'b or more of each class of stock ana are entitlea to receive 5116 or more of the net profits (or losses) of the business. For the purposes of this definition, the term 'operated and controlled" shall mean tnat one or more Minority persons have the cay-to-dav responsibility for running ana making all important cecisions affecting the business enterprise. (C) Women-owned Business Entercrise (WBE) shall mean a business that is owned, operated and controlled by one or more women. For the purpose of this definition the term 'owned" shall mean that one or more women own 5106 or more of each class of stock and are entitled to receive 51% or more of the net profits (or losses) of the business. For the purposes of this definition, the term 'operated and controlled" shall mean that one or more women have the dav-to-dav responsibility for running and making all important cecisions affecting the business enterprise. AWARD OF CONTRACTS In determining whether Borrower has met the goals established herein, all contracts, whether awardea directly by Borrower or awarded by contractors of Borrower, shall be considered. The following standards shall Apply in cetermining the dollar value of any contract: (�) Where the MBE or WBE is the contractor or where the contractor is a Joint venture consisting entirely of MBEs or ��BEs the value shall be 100`v of the contract price. (B) t%here the contractor is a joint venture including one or more 'Yl BEs or .� BEs as )oint venturer(s), the value shall be that portion of the contract trice which accrues to the `IBE or WBE joint venturer(s) under the joint venture agreement. (C) Where the MBE or WBE is a subcontractor, the value shall be the value of the work subcontracted to the "iBE or WBE, provided that where the MBE or WBE acts solely as the conduit for work performed by or goods produced by a party not an NiBE or ��BE, only that portion of the price or fee which accrues directly to the `IBE or ��BE as profit or fee shall be included, and urther provided 2 - that if the suoccntractor is a joint venturer or further subcontracts, the stancares established in (:k), (B) and (C) hereof shall aooiv. (D) '.here the :,iBE or wBE is a bona fide supplier the value shall be the value of the miaterials purchased, provieed that if the supplier is a joint venturer, the stancares of (A) ana (B) hereof shall apply. ACTIO N 10 ACHiE'.'c. GOALS In the event that the goals established herein are not met in a timely fashion, Borrower will take the following action to achieve the goals and shall further require his contractors, to the extent that the same have been selected, to do the same: ( �) actively and affirmatively solicit )ids for contracts from qualified MBEs and and Sr BEs, including circulation of solicitations to minority and women contractor associations. (B) Ensure that plans, specifications and request for proposals or other means of securing proposals for work to be performed will be made available in sufficient time for review by prospective :MBEs and WBEs. (C) where economically and technically feasible, divide the work into smaller portions to enhance participation by MBEs and WBEs. (D) Encourage, where economically and technically feasible, the formation of joint ventures, partnerships, or other similar arrangements among contractors to insure that the stated GIBE and WBE ;oals are met. (E) Consult with and use the services of governmental agencies and their consultants, consultants, and contractor associations in connection with its efforts to fulfill the stated goals. (F) Ensure that progress payments to MBEs and ;�BEs are made on a timely basis ana with such frequency that undue financial hardship is avoided. (G) Document and maintain a record of all bid solicitations and results thereof. COMPLIANCE (-) Prior to executing any contract with an `.IBE or WBE which Borrower or its contractors expects to include in the calculations of participation by MBEs or WBEs, Borrower will cause such entity to execute and submit an affidavit and i'-'formation questionnaire in the form attached hereto as Exhibit I ana will submit the same to the Agency or its designated agent for approval. - 3 - 3) 7orrower will incorporate or cause to be ir.cor?oratea its stater on.ais in every contract entered into regarding the Project. (C) ,s a minimum. each contract entered into for the Project snail orovice that a failure to comply witn the provision of the contract relating to iinoLementation of this Plan will be deemea :)y Borrower to be a default and that Borrower has constituted the Agency as its agent, coupied witn an interest, for the purpose of prosecuting sucn a cefault ana seeKing appropriate remedies. (D) 3orrower will submit to the Agencv Affirmative Action Office, or its designated agent, a copy of the executed contract(s) with all `%BEs ana t� BEs and, in a form approved by the Agency, such reports as the agency may from time to time recuire showing the number of MBEs and �r BEs used as contractors, subcontractors, vendors and suppliers in the Project and the percentage of total contractors, subcontractors, vendors and suppliers each number constitutes. (E) In the event that Borrower is unable to achieve the goals established herein, Borrower will maintain detailed recores of the actions that it has taken to achieve the established goals in such form as will enable the Agency to determine that Borrower has indeed made such a good faith effort. Records shall include, but are not limited to, actions outlined in the previous section "Action to Achieve Goals." (F) Borrower and its contractors and subcontractors shall at all reasonable times make available to the agency or its agents all materials and documents prepared in connection with this Plan and shall allow the representatives of the Agency access to the Project and the individuals employed thereon to verify compliance with this Plan. (G) Each contract entered into for the Project shall include a provision that the Agency shall be deemed a third party beneficiary of those provisions included in such contract pursuant to this Plan and shall have the full right of enforcement thereot. Borrower By Date Acceptea and agreed to: Yew York State Housing Finance Agency by: Date: 113TAT57A - 4 - EXHIBIT I NEW YORK STATE HOUSING :IN NCE AGENCY .'.lINORITY .SND lNQMEN O'ANED BUSI`ESS ENTERPRISE DISCLOSUKE AFFIDA'�IT STATE OF NDV YORIt ss.. c,OUN'TY OF ) being duly sworn, deposes and says: 1. I am the of (the "Business"), and I make this affidavit to assure the New :"ork State Housing Finance agency gency") that the Business meets the Agency's standaras for a minority or women owned business enterprise set forth in Exhibit A attached hereto and made a part hereof. Z. The Business is owned as a The names of the owners, the minority or female status of each, ana the percentage of ownership of each is as follows: 3. The current directors ana officers of the Business, the position held by each, the minority or female status of each, and the date of appointment of each is as follows: 4. The names of directors and officers, other than those listed in paragraph 3, who have served in the past three veers, the position held by each, the minority or female status of each, and the term of eacn is as follows: 3. The names of any officers and directors of the Business who are affiliated with any other business and the name of such business are as follows: 6, ;he names of any persons who have invested caoital in the Business and the amount each has invested in the past three years are the following: 7. if the Business is owned as a corporation. (a) The number of shares issued and outstanding is preferred snares and common shares. There are voting snares and non-voting snares. (b) the names of the snareholders and the type of stock owned are as follows: S. The number of full-time employees of the Business is the number of part-time employees is g. The three largest projects completed by the Business during the past three years, the dollar amount of each, the date each was completed, and the prime contractor for each is as follows: 10. The- name and title of the officer or employee who determines which jobs the Business will undertake is 11. The name and title of the officer or employee who negotiates for surety bonds is 12. The name and title of the officer or employee who signs for insurance and payroll is 13. The name and title of the officer or employee responsible for on-site project supervision is 14. The name of any officer or employee holding a license reauirea for the Business to provide a product or service is 15. The Business has been certified as a minority or women owned business enterprise by the following state agency(s) on the dates specified: _ '2 _ 16, Ttie Business has not peen cenied minority or women ownea ousiness enterprise status by a state a;encv except as follows: 17. The Business is an independent one in wnich ootn ownership an control are vested in minority persons or women. 1t —eets the stanoa^as for a valid minority or women owned business enterprise set forth in Eshioit attachea hereto and made apart hereof. Sworn to before me this day of 19_ votary Public 113 7, A75 - 3 - EXHIBIT A STANDARDS FOR BUSINESS ENTERPRISE OWNERSHIP BY .%,I N ORITIES AND W0"'1EN I. The "controlling interest in a business represented to be a minority ousiness enterprise snail be vested in individuals who are citizens or lawful permanent residents of the United States and memoers of one of the following groups: (a) Black (having origins in any of the black racial groups of Africa); (b) Hispanic (of Spanish or Portuguese culture with origins in "lexico, South or Central America, or the Caribbean Islands, regardless of race); (c) Asian American (having origins in any of the original peoples of the Far East, Southeast Asia, the Indian subcontinent, or the Pacific Islands); (d) American Indian and Alaskan Native (having origins in any of the original peoples of North America and maintaining identifiable tribal affiliation); A claim to membersnip in one of these groups must be verifiable by documentation. 2. The controlling interest in a business represented to be a women owned business enterprise shall be vested in women who are citizens or lawful permanent residents of the.United States. 3. If the business is a sole proprietorship, it shall be legitimately owned and controlled by a minority group member or woman. 4. if the business is a partnership or joint venture, the minority or women owners shall be in control and hold at least 51 '6 of the beneficial ownership interests. 5. If the business is a corporation, the minority or women owners shall hold at least 51 % of the voting interests and at least 51 % of the beneficial ownership interests. g. An eligible minority or women owned business enterprise shall be an independent business. A business shall not be considered independent when one or more of the following conditions exist and it is reasonable to conclude that the business is directed or influenced by another business. (a) Interlocking management: Officers, directors, employees, or principal stockholcers of one business serve as a working majority of the board of directors or officers of another ousiness. (pj :om—on facilities: One business shares common office space. employees, or other facilities with another ousiness in the same or a related industry or field or where sucn ousinesses were formerly atfiliatea. (c) `ewiv organized business: Former officers, cirectors. principal stociCholcers, or kev empiovees of one ousiness organize a new ousiness in the same or a related industry: or field and serve as its officers, directors, principal stockholders. or kev empiovees, ana one business is furnishing or will furnish the other with suocontracts. financial or technical assistance, or other facilities, for a fee or otherwise. 7. The ownership and control of the business by minority persons or women snail be real and continuing. g. The minority or women owners shall enjoy the customary incidents of ownership and shall share in the risks and profits commensurate with their percentage of ownership. 9 The minority or women owners shall possess the power to direct the management and policies of the business and shall possess the capability of making day-today and long term decisions on the management, policy, and operations of the business. There shall be no restrictions on the minority or women owners' ability to control the business through, for example, bylaw greements, or charter requirements for cumulative provisions, partnership a voting rights that would prevent the minority or women owners from making business decisions without the cooperation or vote of an owner who is not a (ninority person or woman. Absentee ownership by a minority person or woman shall,not be considered as demonstration of control. In such cases the absentee owners must be able to demonstrate their power to direct management and policy on a day-to-cay basis. 10. All securities that constitute ownership of a corporation for purposes of establishing it as a minority or women owned business enterprise shall be held directly by the minority or women owners. `10 securities held in trust or by a guardian for a minor shall be consideree held by minority persons or women in determining ownership and control of a corporation. ii. The contribution of capital or expertise by the minority or women owners to ac0uire their interests in the business shall be real and substantial. A promise to contribute capital, a note payable to the business or to owners who are not minority persons or women, or the mere participation as an employee shall not be considered valid examples of capital contributions. 12. A business engaged in procurement of materials and supplies shall be significantly and substantially involved in the production of or have evidence of movement of inventory on hand in and out of its own facility to meet contractual ooiigations. 1137A-. 57A - 2 - INFORAATION (( ESTIO```AIRE I. Business name and address: 2. Business contact person (name, title, telepnone) 3. The business's oonding company, bank, ana sources of letters of credit. Bonding Company Bank Letters of Credit 4. �Nhat is the business's bonding limit? S 5. List the current and prior (past 3 years) contracts, including company name, address, and contract amount. 6. List current and prior (past 3 years) subcontractors, including name, address, and subcontract amount. List T.ajor eauipment owned: d. List all products provided and services rendered: 9. List memberships in contractors or suppliers associations. 10. Indicate whether the following documents are available for Agency review. Available Yes No N,; A a. Current audited financial statements from independent CPA b. .articles of --- incorporation 2 ^. wlaws c. Partnership agreements e. Joint venture agreements F. Evicence of authority to do ousiness in State of New York StOCK or ownership options h. Stockholder agreements i. Resumes of principals, superintendents, foremen ana supervisors. j, Ownership of voting - securities k. Profit sharing agreements 1. Buy-out agreements M. Stockholder voting agreements n. Restrictions on disposal of share loan agreements o. Equipment rental agreements p. Management service agreements - 3 - q, acts pertaining to value of shares r, �:orporate banK signature cards (copy) S. Stock transfer ledger (copy) Note: Federal tax returns may be reauestea by the kgency should clarification be needed on distribution of profits. Dontract Awards/Minority and WCItm-Owned Business Enterprise (MBE/WE3E) Awards Project Name: t"t h V*Mrted: Onstruction Manger: Project Percent Omplete: Page of Project c3iaranteed Max ilnm Price: (QF) Amount Expended Oantract to Date as % of Amomt Rcper ded If Sib or Vendor Amount of Date of Amount Expended 'Total Omtract to Date as t of W6, W9E Prime Oontractor Ocntractor 7ype of Work Oontract Award to Date Amount 'Total GNP WA Nave I Instructions For CoaletiM Contract Awards Report MEE/WEE Contract Awards Report The following will describe, in detail, how the report is to be completed. Project Name - Self-explanatory; will not change during the life of the project. Construction Manager - Self-explanatory; slight chance that this will change during the life of the project. Pace — of — - Number each page and give total nunber of pages. Month Reported - Give month (and year) which the information being submitted corresponds to. Project Percent Complete - This figure is usually based on the monthly requisitions submitted, and will increase from month to month. Pro-i ecu Guaranteed Maximun price - This figure represents total ccrstn ction dollars, General Conditions dollars, and contingency for the entire project. It is usually based on the total loan mir= refinancing costs arra any fees to gcvernnental agencies. Contractor - The now of the firm contracted to perform work on the project. Type of 4brk - This describes the work to be performed, or the item supplied, by the contractor. Amount of Contract - This is the total dollar value of the contract or purchase order; this figure may increase or decrease on a monthly basis as the project progresses. Date of Award - This is the date that the contract or purchase order was signed. Contract Amount Expended to Date - This represents the total dollar paid to the contractor or vendor. Amount Expended to Date as % of _Total Contract Amount - This percentage is obtained by dividing the Contract Amount Expended to Date by the Amount of Contract; this percentage will change based on the aforementioned dollar an o nts. HEIN 1CW STATE HOW I W F 1 W" AGEWY I I SPECIFIC I kCKnlY EMPtvdWrT 11. CIEHENT OO1K18 12. RRUITIN3 PERIM 13. FS'rIMATFD 1 PROJECT TITLE 1 LYFILI7ATICH REPCHT IMIN RITY: I McKni: I 0M IXTICN I I I OMim: I YEAlt. I DATE: I 1 I I i 701 n. ;9111'aMgCONTRACT COKPLIANCE OFFICER IMAM AND EWATICH OF OWMACICR 4. Percent o I M1[1181 FINANCE /GI*UY I I Job calpleted: 1 3 PAMK AVENUH I I I NBY VIM MY 10016 I MRS OP EMOAM 19. 110. i I 16A. 16B. 16C. 61). 16E. 17. is. 1 7MTAL I UNAI. I I I BLACK I I I AMERICAN I I I NtM1ER aP I NLbtOt OF OURTM.'CI(N I Classifications 1 7MTAL Ali. I (Not Of I HISPANIC ( ASIAN CR I 1HIM AN IMIN7tlTY I MMLE Noy 'ME MINCRl7Y TWE I I EIMPIDYSBS I Hispanic I I PACIFIC I UR I PIJi("UAC: I PEH MM 1: I I Hul'uxFIS I I ( BY JU" I Origin) I _ I ISIAN CS I AIASKAN I I I I I I NATIVE I I I M F M -1 F I M I F M F M F I M F I M I F Supervislonl IProJ. Mgrs. Supts.l IForenen stlu-7MrA1. Journey worker II I I I I i I IAI'PEtFNI'ICE I lour ey Jw I ourney worker IAPPRENFICE I I ITRAIWE I I S1.11-7MTAL 1 3oyrney worker I IAPP UMICE I I ITRAINII� I st11-7MrAJ. I Journey worker (APPRENTICE TRAINEE I I fit1S-T(JTAI. -T-I 7MrAL JCURNEY N[iIKE= 10rAl, APPRFNTIQ�S 1 101'Al. THAMES ES (Iwa) 7MrAL I I I 1. (IMIANY QFFICIAI.'S SI(MMIE AN) TITLE 112. TEMIUM MMInt (Include area eMe)113. M'IE SICNM IME I I I 0513r-1 See reverse side for nstructlone INSTRUCTTONS FOR FILING MONTHLY EMPLOYMENT UTILIZATION— EI EFORT The Monthly Utilization Report is to be completed M each subject contractor prime and signed by an official of the compam. T-he reports are to be filed by the during the term of the contract. and tnev shall include the total work- hours for eacn employee ciassitication in eacn trade in the covered area for the montnh• reporting period. The prime contractor is responsible for submitting its sub- contractors report. along with its own iaddtuonai copies of this form map be obtained from the Housing Finance Agency Affirmative Action OfIice). Minontv Includes Blacks (not of Hispanic origin). Hispanics. American Indians. Alaskan Natives. and Asian and Pacific Islanders- both men and women. I. Current Goals As stated in Affirmative Action Agrees,ent. 2. Reporting Period From the tint to the end of the month. 3. Estimated Completion Date Best possible estimation. 4. Percent of job completed c-c project work contractor or sub-contractor has compietea. S. Construction Trade Only those construction crafts which contractor emniovs in the covered area. 6. Work-Hours of Employment (a-c) a. The total number of male hours and the total number of female hours worked by employees in each classification. b-e. The total number of male hours and the total number of female hours worked by each specified group of minority empioyces in each classification. Classification The level of accomplishment or status of the worker in the trade (Journey Worker. Apprentice.Trainee). 7. Minority Percentage The percentage of total minority work-hours of all uom-nours (the sum of columns 6b. hc. 6d anc 6e divided by column oa: )ust one figure for eacn construction trade(. 8. Femaie Percentage For each trade the number reported in 6a. F divided by the sum of the numbers reported in 6a M and F. 9. Total number of employees Total number of male and total number of female employees working in each ciassification of each trade in the contractor's aggregate workforce during reporting period. 10. Total number of Total number of male minority employees Minority Empiovees and total number. of female minority empioyees working in each classification in eacn trade in the contractor's aggregate work force curing curing reporting period. 11. 12. 13. These items must be completed. NOTE: The N.Y.S. Housing Finance Agency may demand oavroll records to substantiate work hours listed on the Monthly Empioymcnt Ltilization Report. if a discrepancy should arise. HONINIOCKS PARK APARTMENTS MAMARONECK. NEW PORK PROJECT MANUAL APPENDIX G: STATUTORY REQUIREMENTS WESTCHESTER URBAN COUNTY AND PARTICIPATING MUNICIPALITIES COMPLIANCE INFORMATION WESTCHESTER URBAN COUNTY AND PARTICIPATING MUNICIPALITIES T A B L E O F C O N T E N T S 1 . Table of Contents F-1 2. Notice F-2 3. Hometown Plan: "Bid Conditions" F-3 to F-21 * Contractor must sign pages F-13 to F-16 4. Certification: Section 3 Compliance F-22 * Contractor must complete form 5. Contractor's Section 3 Plan F-23 to F-24 * Contractor must compete form 6. Minority Business Enterprise Development Goals F-25 7. Schedule B F-26 to F-36 8. Contractor's Certification F-37 to F-38 * Contractor must complete form 9. Subcontractor's Certification F-39 to F-40 * Contractor must give to Subcontractor to complete 10. Record of Employee Interview F-41 to F-42 11 . Form CC-257 - Monthly Utilization F-43 * Contractor must submit each month 12. Form WH-347 - Payroll Report F-44 to F-45 * Contractor must submit weekly 13. Federal Labor Standards F-46 to F-48 14. Prevailing Wages - Decision No. NY91-18 F-49 to F-60 15. Contract between the County of Westchester F-61 to F-63 and the Town of Greenburgh 16. Certification Regarding Lobbying F-64 * Contractor must sign * Designates Contractor's Responsibilities. F-1 NOTICE THIS PROJECT IS FUNDED BY FEOERAL COMMUNITY DEVELOPMENT BLOCK GRANT FUNDS. THE CONTRACTOR AND ALL SUBCONTRACTORS WHO ARE EMPLOYED ON THIS PROJECT MUST AGREE TO COMPLY WITH ALL EQUAL EMPLOYMENT OPPORTUNITY, AFFIRMATIVE ACTION, DAVIS BACON LABOR, AND MINORITY BUSINESS ENTERPRISE DEVELOPMENT REQUIREMENTS MANDATED BY THE WESTCHESTER URBAN COUNTY COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM IN COOPERATION WITH THIS MUNICIPALITY. COMPLIANCE PROCEDURES ARE DESCRIBED IN THIS BID DOCUMENT. PLEASE NOTE THOSE DOCUMENTS REQUIRING SIGNATURES. UNSIGNED DOCUMENTS WILL RENDER BIOS VOID. SUBMISSION OF A BID ASSUMES THAT THE CONTRACTOR WILL COMPLY WITH THESE REQULATIONS. Ukwtr nw(curry Dom tr+tet of Ra� F- 2 --� DID Cs':i0:':ONS AFFIR.MAT IVE ACT ICN REQUIRV*M.ENTS EQUPL EMPLOYMENT OPPORTUNITY For All Non-Exempt Federal and Federally- Assisted Construction Contracts to oYbe Awarded in Westchester County, New ork Part The provisions o: this Part I apply to bidders, contractors and subcontractors with respect, to those construction trades for which they are parties to collective bargaining agreements with a labor organization or organizations and who together with such labor organi- sations have agreed to the Westchester County , New York area Equal Employment Opportunity Agreement (but only as to those trades as to which there are com-naitments by labor fic goals of minority manpower organizations to speci utilization) between the Building Trades Employers Associ_ ation of Westchester County, the Builder' s Institute of Westchester and Putnam Counties, various labor organization3 , general and specialty contractors and their associations I and the minority coalition, together with all implementing agreements that have been and may hereafter be developed i pursuant thereto, all of which doc=ents are incorporated 1 herein by reference and are hereinafter cumulatively referred to as the Westchester County Plan. Any bidder, contractor or subcontractor using one �� or more trades of construction employees must comply with either Part I or Part II of thc3c Did Conditions na to c_,cl' such trade . Thus , a bidder , contractor or subcontractor may be in compliance with these conditions by its inclusion, 4 with its union, In the Westchester Plan as to trade 'A' , provided -there is set forth in the Westchester Plan a specific commitment by that union to a goal of minority man- _ power utilization for such trade 'A' , thereby meeting the provisions of this Part 1 , and by its coT.mit,_nent to Part 11 in regard to trade '8' in the instance in which it is not included in the Westchester Plan and, therefore, cannot meet the provisions of this Part I . To be eligible for award of a contract under Part I P of this invitation, a bidder or subcontractor must execute A the certification required by Part III hereof. Part II : A. Coverage. The provisions of this Part 11 shall be applicable to those bidders , contractors and sub- I contractors , who, in regard to those construction trades to be utilized on the project to which these bid conditions pertains 1. Are not or hereafter cease to be signatories to j the Westchester County Plan referred to in Part I hereof ; 3 •' 2. Are signatories to the Westchester County Plan 5 but are rot parties to collective bargaining agreements; 3. Are signatories to the Westchester County Plan 1 but are parties to collective bargaining agreements with � 1 F- y labor organizations who are not or hereafter cease to be signatories to the Westchester County Plan; 1 . Are signatories to the Nest^hcsti_r County Plan but as to which no specific commitment to goals of minority manpower utilization by labor organization have been exa- cuted pursuant to the Westchester County Plan; or S. Are no longer participating in an affirmative action plan acceptable to the Director, OFCC, including the Westchester County Plan. B. Requirement -- An Affirrative Action Plan. The bidders , contractors and subcontractors described in paragraprfl 1 through S above will not be eligible for award of a contract f� under this Invitation for Bids, unless it certifies as pre- scribed in paragraph 2b of the certification specified in Part III hereof that it adopts the minimum goals and timetables 1 of minority manpower utilization and specific affir=ative action steps set forth in Section B. l and 2 of this Part II directed at increasing minority manpower utilization by mann of applying good faith efforts to carrying out such steps ; or is deemed to have adopted such a program pursuant to Section B. 3 of this Part II. 1 i 1/ 'Minority' is defined as including Negroes , Spanish Sus- named Americans , -Orientals and American Indians, and includes both men and women. r1 F- 5 1 1. Goals and Tsetables. The goals of minority manpower utilization re- quired of the bidder and subcontractors are applicable to each trade not otherwise bound by the provisions of Part I hereof which wil-1 be used on the project in Wes:- Chester County, Hev York (hereinafter referred to as the Westchester area) : Goals of Minority Manpower Utilization :.tressed in Percentazre Ter--z In accordance vith the West ches-.er-Putnam Home Toon Plan kgreerent, the fe-a'_e goal which nov pertains is 6.9:• The goal for minorities is 22.6:. T-*-e percentage goals of minority manpower utilization above are expressed in terms of maahours of training and e:sployment as a proportion of the total hours to be worked by the bidder's, contractor's and subcontractor's entire work force i-- that nthat trade on all projects (both federal and non-federal) in the Westchester County during the performance of its contract or subcontract. The manhours T for minority work and training must be substantially uniform throughout the length of the contract , on all projects cnd for each of the trades . Further , the transfer of minority employees or trainees from employer-to-employer or frons project-to-project for the sole purpose of meeting the contractor' s or subcontractor ' s goal shall be a violation of these conditions. In reaching the goals of minority manpower utilization required of bidders , contractors and subcontractors pursuant to this Part 11 , every effort shall be made to find and employ qualified. journeymen. Provided, however, and pursuant to the requirements of Depart.-ent of Labor regulations, 29 CFA Sa, apprentices or trainees shall be employed on all projects subject to the requirements of these Bid Conditions and, where feasible, ?S percent of apprentices or trainees employed on each project shall be in ' their first year of. apprenticeship or training. I j In order that the nonworking training hours of trainees may be counted in meeting the goal, such trainees 1 must be employed by the contractor during the training period, the contractor must have made a co=itment to employ the trainees at the completion of their training subject to the availability of employment opportunities and the trainees i must be trained pursuant to established training programs { ^ which must be the equivalent of the training programs now i - F � ;o ouOTzv5T Tqo at;; ;o •5aTpzQ6az Zzvd Ivt;z ;o sluawazTnLQZ ayl o4 IZZGgns aq TTYys II Zzvd 6Ty-4 ;o suOTsTnozd ayj f 1-1 PouzaAO5 azv oy^ sz040vzjuoogns zo szO4ovz;uoo ' azo;aza" •tuoTITpuO:) PTH asay; ;o vmzal at{l zapun suOT495TTgo anTZOadsaz t SIT %PTA aouvpzooOv uT pauT=D4DP aq TIT^ xO402zluaogn5 so zO.*0vzZu00 'zaPPTq r ;0 aoupTTdtaoo at;l ' 991s4O TTv ul •vazv 1��unoJ za4sayo;saM ayj uT aZOa Yazd syT ;0 TTv uo u0T4TzTTT4n zamOdut;uz A4Tzouxm buTpuvd -xa ;o asodznd 3u4 of TTv 'seTgv4a=TI 91T uTgITM sTv05 sZT i -TO Zua=-' v;-tv a '� s T 4 P ZYMOZ XzO,n sda;s asayl axetzr oz Zzo;;a . t;ZTp; poo5 .{zana apvm svy Pup II Zzvd sTyI uT PaT;TDadQ sdaZs uOTZZT a,&T47 zT;;v oT;Toads at;4 ;o TTv PaZnITZsuT spy; IT zvt;3 a.*rZI%uOtaaP 04 I-ZTunZzodd0 at;; uanTB aq TTvgs zoZovzZuoo tons ;nq sZT uTt;4Th sTvOS s;T Zaaui o4 czrtTTa; s;T ;o -4tmco0v UO ATaTOs aouvTTduuoouou uT aq oI punc; eq TTvgs zcZovzzuoDcM8 s0 zo.ovz4uoo ou 'zananOH ' II Zzvd sTgZ zaPun Troy v 04 paq;T=xoo ST IT yoTgA zo; aprz; nova zo; raze Aiunco zazsat;o;saM ot;:� uT aozo; XIOP% aze50255v sTy ;o a5vivaozad airTzdozddv ayl vT soT.TzouTtu 0-0 5uTuTez; rue Zuau:AOTdwa at;z Aq II '#Zrd sT4Z 3o sZua:ir3zTn�3z puv strzal atP t;ITA a0u4TTduJ0D uT eq of patuaap aq TTvgs zozovziuoogns zo zo.:�ovzzuoo y •paza;;o SuTuT-2s4 ;o uoTZFznp put? JuajX3 ' aznZvu at;Z of Zoadeaz t{ZTn LMTd Azunco zazso%;ozsar aqj uT zo; PapTnozd zaZ;vazay 20 f its prime contractor or lower tier c.:bcontractozs . All bidders and all contractors and subcontractors performing or to perform work on project9 subject to theoe Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terns and requirc- ments of these Bid Conditions , including the provisions relating to goals of minority employment and training. "a 2. Soecific Affirmative Action Steps . Bidders , contractors and subcontractors subject to this Part II wust engage in affirmative action directed at increasing minority manpower utilization, which is at least as extensive and as rspecific as the following steps : a. The contractor rhall notify cor..munity organi- zations that the contractor has employment opportunities available and shall maintain records of the organizaticr.s ' 14 .j response. b. The contractor shall maintain a file of the names and addresses of each minority worker referred to hin 'y and what action was taken with respect to each such referrer'. worker, and if the worker was not employed , the reasons .a therefor. If such worker was not sent to the union hiring hall Lor refr.rral or if such worker was not employed by the contractor, the contractor ' s file shall document this and the reasons therefor. t F- 4 r, e. The contractor shall promptly notify the HUD-Fcv York Arca Office (acencv) - when the union or unions with whoa the contractor has a collective bargaining agreement has not referred to the contractor a minority warker cent by the contractor or the contractor has other information that the union referral process has impeded him in his effort.-4 to meet his goal. d. The contractor shall participate in training programs in the area, especially those fµ^-!ed by the Department of Labor. e. The contractor shall disseminate his rrO Policy within his own organization by including it in any policy manual; by publicizing it in c=;;any newspapers, annual reports, etc. , by conducting staff, employee and union representatives ' meetings to explain and discuss the policy; by .posting of the policy; and by apeci!ic review of the Policy with minority employees. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruit-'tent source:; by advertising in neva media, specifical?y including minority news media; and by notifying and discusai.n it with all subcontractors and suppliers. q. The contractor shall make specific and ! constant personal (both written and oral) recruitment afforts � directed at all minority organisations, schools with mlm. riL 7 F - 10 students , minority recruitment organizations and minority training organizations , within the contractor ' o recruit.:.ent area. h. The contractor shall. make specific efforts to encourage present minority employees to recruit their friend. and relatives. i . The contractor shall validate all man specifi- cations , selection requirements , tests, etc. J . The contractor shall make every effort to promote after-school, su=rer and vacation e:^ployment to minority youth. k. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer-group training programs relevant to the contractor ' s employee needs consistent with its obligatic under this Part 11. 1. The contractor shall continually inventory and evaluate all minority personnel for promotion opportuniti and encourage minority employees to seek such opportunities. M. The contractor shall make sure that seniority practices, job classifications, etc. , do not have a discrini- natory effect. n. The contractor shall make certain that all facilities and company activities are non-segregatod . I F- � I o. :te contractor shat:. continu&l!Y Monitor a=1 personnel activities ensure that his 'n....'0 policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority subcontractors engaged in the trades covered by these Bid Conditions , including circulation of minority contractor associations. Minority contractors may be reacted through the Minority Contractors' association, Ruth :'hoapson, Director, 1 P-.-.-;spect Avenue, White Plains, x': 10607. 3. Contractors and Subcontractors Deemed to be Bound by Paz =1. II. L:. the event a contractor or subcontractor, who is at the toe of bide"-9 eligible under Part I of these Bid Canditicns is no longer participating in an affirmative action plan acceptable to the Di.tctor of the Office of Federal C.....- pliance, including the Westchester County Plan, he shall be de-emed to be committed to Part II of these Bid Conditions, he shat be considered to be co—itted to the minority manpower utilization percentage goal of the mini== range for that trade for the appropriate year. h. Subsecuent Signatory to the Westchester County Plan. Any contractor or subcontractor subject to the requirements of this Part 1: for any trade at the time of the submission of his bid vho together with the labor organiza- tion with whom it has a collective bargaining agreement subsequently bec— s a signatory to the Westchester County Plan, either individually or through an associa- tion, may meet its requirements under F- i a these Bid Conditiona for such trade, if ouch contractor or subcontractor executes and aubmits a new certification : committing himaelf to Part I of these Bid Conditiong. No contractor or subcontractor shall be deemed to be sv5je-t to the requirements of Part I until such certification is executed and submitted. S. Non-discrimination. In no event may a contra.ctrr or subcontractor utilize the goals, timetables or affir^,ativo action steps required by this Part II in such a manner as to cause or result in discrimination against any person or. account of race, color, religion, sex or national origin. Part IZZ : Certifications A. Bidders ' Certifications . A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of it= bid the following certification, which will be deemed a part of the resulting contract: BIDDERSC:RTIFICAT ION i certifies that: i (Bidder) 1. it intends to use the following listed construction itrades in the work under the contract 1 2. (a) as to those trades set forth in the preceding paragraph one hereof for wr- ich it is eligible under Part I of these Bid Conditions for iiarticipetion in the Westcheater County Plan, it will c--mply with the Westchester County Plan on all construction, work (both fcderal and non-federal) in the Westchester County area within the scope of coverage of that Plan, those trades being : and/or (b) as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions , it adopts the minimum minority manpower utili- �•r. zatien goals and the specific affirmative action steps contained in said Part II , for all construction Work (both federal and non-federal) in the Westchcgter County area subject to these Bid Conditions , those trades being : I and 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontract under this contract the subcon- tractor certification required by these Bid Conditions. Date (Signature oi authorized representative o bidder) Trp*d/?r i:.t cd 81 saa tur s F- 14 B. Subcontractors ' Certif : cetions . Prior to the award of an. ' subcontract under this Invitation for Bid= , regardless of - tier, the prospective subcontractor must execute and submit to the Prime Contractor the following certification, which will be deemed a pa=t of the resulting subcontract: SUBCONTRACTORS ' CERTIFICATION certifies that: tsubcontractor) I. it intends to use the following liuted construction trades in the work under the subcontract t Z. (a) as to those trades set forth in the preceding paragraph one hereof for which it is eligible tinder Past I of these Bid Conditions for participation in the Westchester County Plan, it will comply with the WeZtchester County Plass on all construction work (both federal and non-federal) in the Westchester County area subject to these Bid Conditions, those trades being and/or (b) as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions , it adopts the min!-aum minoritymanpower utilization p F-is N goals and the specific affirn,tive action steps contained in said Part 11 for all construction word (both federal and non-federal ) in the Wcstcheatcr County area subject to these Bid Conditions , those trades being : and 3. it will obtain f.-= each of its subcontractora prior to the award of any subcontract undez this subcontract the subcontractor certification required by these Bid Conditions . Dste (Signature of author-zed representative of bidder) ��' Typed/?riated S:rrna.urc In order to ensure that the said subcontractors ' c_rti- ficaticn becomes a part of all subcontracts under the prima contract, no subcontract shall be executed until an authorized representative of :estc`:ester County, 2E5-2405 shad determined, in writing, that the said certification has been incorporated in such subcontract, regardless of tier. Any subcontr act executed without such written approval shall be void. C. Materiality and Responsiveness . The certification3 required to be made by the bidder pursuant to these Bid Conditions is meterial, . and will govern the bidder' s per- formance on the project and will be made a part cf his' bid. i Failure to submit the certification will render the bid nonresponsive . F- IG Part IVs Ccmcliancc sac'. Cnforccrrent . Contractors are responsible for informing their subcontractor (regaxdless of tier) as to their respective obligatio- s under Parts Z and IZ hereof (as applicable) . Bidders , contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246 , as amended, of Septem.:er 24 , 1965 , with a contractor debarred from, or who is determined not to be a 'reapon_ible' bidder for, Gover moment contracts and federally- . assisted construction contracts pursuant to the Executive Order. The bidder , contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ering agency , the contracting agency ordered by the administ or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor i who shall fai*1 to carry out such sanctions and penalties i shall be deemed to be in noncompliance with these Bid Conditior and Executive Order 11246 , as amended. J Nothing herein is intended to relieve any contractor 1 9 or subcontractor during the term of its contract on this i project from compliance with Executive Order 11246 , as &mendcd and the Equal Opportunity Clause of its contract, tfith respect F_ 1-1 to matters not covered in the %.estchester County Plan or in Part II of these Bid Conditions . Violation of any substantial requirement in the Westchester County Plan by a contractor or subcontractor covered by Part I of these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet its fair share of the trade' s goals of minority manFower utilization, or of the requirements of Part II hereof by a contractor or subcontractor who is covered by Part II shall be deemed to be noncompliance by such contractor or subcontractor with the Equal opportunity Clause of the contract, and shall be grounds for itposition of the sanctions and penalties provided at Section 209 (x) of Executive Order 11246 , as amended. Each agency shall review its contractors ' and subcon- tractors ' employment practices during the perforr-ance of the contract. If the agency determines that the Westchester County Plan no longer represents effective affix=ative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final deterWinaticn of that question and the consequences thereof. In regard to Part II of these conditions if the con- tractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has evade every good faith effort to meet those goals, the contractor or subcontractor J F- IQ t � �csapuad aqZ • 9a1g7Za�;� s�T uTq�T�+ 91705 s;T ;0 ZuauuuTT;;T aq� pzvno� xzor� sda�s asoq� axvm oz Z20;;a q;T7; pooh Azana SuTXvu Aq puv oAogv p049T1 sdals uOT;DV aATIvWzT;;V oT,-TOadg eq; ;svaT Iv SuTIn;T;suT Aq suOT;TPucZ) PTH asagz ;O s,uauuazlnbaz mac;-4Te;- p005. at,z3 IQ= avg aq 47gp togs of aouap -tAa qzT^ pawAzo; awoD o-4 Zua=z-nbaz aqI WTq o; ;;Tqs TTvgs WTVO5 sTq Zaaui 01 aznTTv; s ,zc;ovz;uoo aq; '4nq ' suoTZTpuo:) PTS 999q; ;o sluatnazTnbaz a:,-; IQ= I" 9vq zoZovzzuo� aq� :vtp SuTAczd ;o uapznq aql saq '4T uOTzov Tv=c; gons g;Tw cpOaoozd Azua5v oq4 uagM •9u0Tavin62z aq; puv zapzp aAT;noax3 ag; zoptm a4v7zdozddv aq Arz sv suoTIouvz gons asod'XT puv uo-,:ov gons OXT-4TTegs Aouabv aq; ' suoT;Tpuo:) PTH ssat;l zapun s,soTZv5TTgo s:�T puv suoTivinbaz SuTIua=Td=T aqz 'papuauav sv ' S9LTT zapzp aAt-4noax3 ;0 s;ua%uazTnbaz at;; gzTM ATdu'00 01 PaTTT; s8q zo;ovzjuoogns zo zc;o7z-4uco aq; ;vq4 spuT; Azuabv ag; Pzag1•; • szo-ovaIucogns s-T ;o uc-;vz-TT-4n z2moduetu A;TzouTM aqZ 3T?ZDPTsuO3 OluT aXT4 'ecu TTTA puv uOTZ -4 vzTTTn sanodumu AITSOCiTta c-0orz;ucogns so s ,zo;oezjuoo Bova zapTsuOO TTTM Aoua6v atP ' aT706 s;T 4am svq zozoezZucogns zo zc;ovz;uc0 v zaq;age 6uTbpnC ul • • e -un�zoddo �uauu�C�lduta Tenba bu7p7Ao2d jou ST zolovzluoogns zo zoaovzjuco aga jrgl sauTa:zaaap osTA-zaglo Aouabv aga ssaTun pc-3-nZTjsuT aq TTvgs suOTIouuas psvnoz 6uTPvQT 36uTpa800zd zo suo—aoLms Tv=O; ou pue suoT,Spuco pTg asaLp zapun suOTIvbTTgo GIT pur suoTZeln5az 5uT:u3w3tdwT aqZ ' papuawv sv ' 9�LTT zaps0 ant*lr.ccx3 g4jn acue- - ��cc uT aq oZ paumsaid aq TTvu'c of such formal proceedings shall be taken into consideration by- Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executiva Order 11216, ds amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal procurement regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees . The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency deter-mines that such contract is t .. essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, .in writing, the Director of the Office of Federal Contract Compliance within thirty days. Requests for exemptions frog these Bid Conditiona nuot be made in writing, with justification, to the Director, Z Office of Federal Contract Compliance , U. S . Department of Labor, Washington, D.. C. 20210, and shall be forwarded 1, through and with the endorsement of the agcicy head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or F_ ao jLdrministerinq agancy or the off Ica, of Pedaral Contract Compliance. For the information of bidders , a copy of the Westchester County Plan may be obtained from tho contractinjy officer. F-al a�r.1?a°TS T?TAT:;O : ssasppb :am?N La?dmo0 'SET'SET IIOTzoaS }33J qZ Sq POT;Toads asv s• saoTZoays ions o. paw `zuasaasSry sTT;z Aq pa T;Toads SUOT2,0=2 aqz 01 SUPTrsv PUT `suossaoons s.T ` ssolovszuoogns puv ssolov.zlaoo szT `sadOTa"POS aq. Zoajgrs TTvgs slassazTnbas asagz TT-,;Tri; o1 a.tnTTia •safTrsv puv szOssaoons r.T `zadOTaeapaE 0;1 uodn 2raTpuTq `zoa(bsd art oZ ;.ap:ncsd aou?.sTssv TvTZ=v=T; Tv.:apa3 ag. ;o =c T.Tpaoo v aq svgs `zaa=aazgv STR1 so; IIOT1?cTTddv sq; ;0 Lq Tvdasddv oZ soTsd sapIIna_arz panrsT fsvlasoas a-%1 ;o ssapio puv saTrr aTgvJTTddv TTv pm ` SET �-Md c30 IZ zT z;tsos las s=o TZvTr.Sa.z ag1 IC IIo Tooas jo smotsTacsd arz rZTA aoaYTTdzoO •O •s.aa=sTnbas asarz ate.:; :; 1ua�.asd pTnar. gzTpr, L1T TTgvs Tp zay10 so Tvnlovsl z ou zap= s T 1T tv~. saaziry puv saT;T=ao :aMOT2.4apaE a:,- •Zzar=d aq-4rzTh aoTZoaaaoo aT 7sor, zc; s:-=zzzco TT? :f 9=0 Tz?,%9az 072 ;o (D)OZ-;ET IICTtoaS fq paT:Taa_s ,,asnYTz E IIOT►oas11 a Z. ;o ucTtzsodzooaT pav `E uoT:aas !.c pa.:Tnbas saT.Tr-.saddo ssa;:Tsnq pIIv ` .ua�oTdn `2--.as. apT.AC'd 01 `suoTz?Tn2a_ a;z A PauT;aP sv `=0;;a rzTv; Poos ? So 2=T:qva 0;1 toa,csd ayz ;o vas? art :.T SrIIT?Tsas sIIossad Lq Wvd T?Tza?zsgns uT paaro so ssauTznq c='=TTT=n .:c= uzTd UOT1ov a'Q ;o IIOT14.aa�Tda', pa? 1uaa-oTas.ap o. pa.T=t-T lou a-'v znq apr.TouT sIIO::Y-ra:.: pT?s ;0 vt=a=zTziaa_ aq .aa=as5? STS. ZO IIoTln,aza a;z 01 panssT 1-v1a_a4S a.. ;o zaYso pa? sa* a Tq?oTTddv TTv puv ` (E15: EZ sag0.J0 0?75? sa:s:Sa` -z:apa_ qE IIT T.arsTTond) SET :._-vd tas Z-v.azJas ar. L; o.asa:,. .a?rnssnd panssT sacTly-r.Sas ag. pav E =Ttzas ;tvs ;o acts;acrd ar. .no L.:svJ -rets (.��cTTddv) art ` =a=aasfre s ;c ac-s:aosd zarto Lav laTPava:,.Tr.1o�; 'E '1Ja�Cid a�. ;0 'Ra--v a7. aT SrTpTsa.: suOSSad ;0 1S8d -?'..+?.sons aT rauAO .:0 -T za.4JCT a-? 7J:::r s zaz=cO ssaaTSnq o. Pap.ni%v aq ,Ja(csd ar. ;^*.1: ac,.JaarcJ aT Visor. _c; sZJz_.aoJ puv vazv .ca;cad a;. ;o sr..a_ ,s._ a•r oz, zar.07 aaA.S aq .,.a=ncTGD rrY �a,aTBs. .1c; saT.Tartsondo a-cTsva; 1IIa.xa .sa:v:_9 a;. c. .v y. saz-n-a-, E IIoTloas 'nTOLT '0'S'fl ZT `a2zza--e sv 094T 10 zoY raa�0 ana„ �•tSt. t---v aq-. ;o E ucT.cas ;a ag. o_ ZDa;cns ST i..at..Q_a? 97:7; _spur, pats .ssv i0a;cid a;; •y saos.:a_ a::.,Ja� sar,oT_ prY sassaaTsrnE so; s:f.Tar.:soan0 rrT:Jz.::;:c;, ;uv _aaar.o,c� auTuTv�;, _oY=_,.,,c r•-----^:say as 30 :..:vr Y �� Lz,r.Y Con:rac_^r' s ?'_an 1. Name of Firm 2. Address 3. Phone 4. Agency with whom you are contracting 5. Name of municipality (village or town) 6. 7-stimated starting date of protect 7. Estimated completion date 8. Approximate amount of dollars and no. of subcontracts to be awarded for project (use additional sheets if Wore room is needed) : Tvoe of Contracted work Aooroxiaate S Amount 1) 2) 3) 9. Total cost of project: S 10. Number of local businesses eligible for subcontracting and/or for supplies 11. Do you expect to use local businesses? Yes No 12. If yes, how many? 13. Have you maintained a list of low-income residents who were applicants f:—.- previous o^previous projects? Yes No 14. Approximate number of total workforce for project 15. Approximate number of low-income residents expected to hire for project (co--tinued on next page 15. List name of publications where advertisements will appear for employment opportunities Publications Area of Circulation 1) 2) 3) 17. List the community service agencies, both private and public, which you w411 notify about employment opportunities with the project Organization Address 1) 2) 3) 18. Please check here if you do not plan to contact any organizations 19. List labor organizations you contacted about the project with employment opoortunities Organizations Address 1) 2) 3) 20. Please check here if you do not plan to contact any labor organizations 21. If you are subcontracting work, list the bidders you will notify with invitations Name Address 1) 2) 3) 22. Date you attended the Preconstruction Conference 23. Are you a signatory of a home town plan? Yes No 24. If no, do you have an EEO and Section 3 affirmative action plan? Yes Form prepared by Name Position _ F-R4 New York, New York 10278 2 Mr. Lawrence C. Salley Deputy Ca=Jssioner of FlAnning Westcnester County Office Building White Plains, New York 10601 Dear: Mr: Salley: Subject: Minority Business Enterprise (MBE) Participation in HUD Funded Programs On a number of a occasions since Westahester Countq received funding fer currently on-going programs , CPD Division staff members have discussed initiating or extending your outreach to the minority business community (contractors , suppliers , consultants, services , etc. ) in a concerted effort with the New York Area Office to increase participation in HUD funded programs. An increase in MWE participation is a high priority Departmental goal in which this office is soliciting your assistance. Althougfi "minority business" was previously explained , it might be beneficial to repeat the definition, in an effort to insure broad coverage. The term "minority business" as used by HUD :.ears business either exclusively awned or under 511A control by Asians, Blacks, Hispanics and Indians , .-:ale an female, as well as white females. Furthermore, the definition also includes contracts awarded to nonminority firms or agencies to promote minority busines: development. Contracts awarded for the purpose of personal, professional, educational and training purposes as well as construction are to be counted as part of the above goal. All CPD money programs are included in the I-ME effort. Thus, a_1 development block grant programs; entitlement and non-entitlement, Secticn 312 urban renewal/NDP and UDAG projects are part of the overall effort. In short, any HUD program for which funds are expended in FY 82 is a potential source of MBE participation. Therefore, it is requested that your office exert maximum effort to increase MBE participation in Westchester C=tyHVD funded programs and also please continue to submit the form covering the MTBE programs. Thank you for your cooperation. Sincerely, • �v G -Ethan F. Harris Program 4ana;er F- a5 92 -A uT punc ussq smq zszzmT sq'4 zmgZ s6psT^o¢x so "Tzou smq zT azsgw zazZmzzucDgns bum gZT^ zZtzzuaZgns zou TTT^ zoZZmzzao� eta 'SET gM tZ 'zussdoT*ssQ uigzp pum buTsnog ;o bzszszZ*S *q-z Sq p*nssT suoTZvTnbaz ;o aoTzmToTA uT sT saZZ:zsuaZgns sqz zmgz b"puT; m uodn zo=szuaogns sgZ oz zutrnsznd aoTZZm sz4TzdcZ zddm sXsz 'auv-4gTssi TmTZusuT; Tiz*ps1 ;o zu*TdTZsz zo zo; ZumZTTddm sqz ;o noTZZszTP *q'4 Zm 'TTT^ PUT ZZs;old *gz qz.,:w uoTZZ*aaoz ; Xzor ► zc; z z�ucD=s 2 u ssasTZ E: uoT-"s sTKZ P T uS TTT •buTuTszz zo ZIIsaboTdts� so; "uvZT-Tddm pint s**boTdsm ca *TqvTT=a* ssosTd snonoTdsucz IIT sZTUOu *gz ;o s*Tdoo zsod TTsgs Pam ssnmTZ E noTZoss sTgZ zspun czuszzTw=z sTq ;o *oTzzzu*sszdsz s:oxzoA zo aoTZsz _Tumbzo zogmT pTis sgz buTsTspm SZTzou m 'bum ;T 'buTpusZs -z*pun zo Zolzzuao zsgzo so zusmsszbe buTuTmbzsq §ATZZ*TT= m ssq sq �Tq^ qzT^ sz*xzo^ ;o seTZSZu*sszdsz zo uoTZTZ -Tumbzo zogmT qZ** CZ puss TTTw zaZZWZZac* 1;'-)VZ •rzuszcsz rd>az *ssgZ qZT^ bul.ZTd=z =Z; uogz zusaszd pTnow gDTq^ LZTTTgisTP zsgzo zo TinZZmzzucz ou zspun szm asgg v;z *sibs Pum L;TW8z ozszsq s*TZzwd TTY •ZZmzzucz sT;Z ;o uc::roszs *gZ cz zoTzd sspunszsgZ psnssT zuszazsd*Q sq-4 ;o szspzo put s*Tnz *Tq=TTddt TTm Puv 'SET ILC tZ %rT gzzo; zss zusmdcTse*Q umgzp pui buTsnog ;o bzmzszZ*S *q-z Lq ozszsI:M zummnsznd p*nssT suoTZmTnbsz sqz pui E uoTZZ*s PTs* ;c suoTrTeozd sqz q»Tw bTdmcZ TTT^ czszsq ss,zzvd TTY •ZZsCozd sgZ ;o sszm' sgz uT ruoszsd Iq 'zzmd Tm;zumzsgns QT psuwo zo '27 p*ztZoT azY qz-u^ suzazucz sssuTsnq cz p*pzm^m *q zZ*Cozd sq-4 qZT^ uoT»Z*uucZ IIT xzo^ zc; r:Zszzuco pus *azm zZ*Cozd eqZ ;o szuspissz smoZUT ss^oT usoTb *q zusmhoTdm* pum buTuTmzz zo; ssTZTunzzoddo *TgTsms; zuazzs zsszmszb *fZ�cz zw;.Z sazTnbaz E noTZZ*, 'nTOLT 'D'S'D ZT 'P*Pusz�m sm 896T ;o Zzy zusmdoTse*Q umgZZ pui buTsnog sqz ;o E ucTZZss ;o szusn _szTnbaz sqZ OZ zZ*Cgns ST pum zusmdoTsesQ u*gzo Pum buTsnOB ;o :Us=,,zmd*c sgz moz; sZUYzrTrrm TtTZutuT; Tmzsp*1 ZZszTp SUTptaozd mm2503d T zapun pszrTssm zZ*Cozd s uo ST zspun _azaq po=c;zsd *q cz xzo^ sq;, : saT.Turzzoaap ssauTrng PUT zuamnoT ' ouTuTr.W ;o uoTzTaozd az�z uT aZurTTMMCD .E uoTzZ*S• •T .s. azflaag�s violation of regulations under 24 CFR 135 and will not let any subcontract unless the subcontractor has first provided it with a preliminary statement of amility to comply with the requirements of these regulations. Compliance with the provisions of section the regulations set forth in 24 CFR 135, and all applicable rules and orders .of the Department issued thereunder prior to the execution of . the contract, shall be a condition of the Federal financial assistance provided to the project, binding upon the applicant or recipient for such assistance , its successors, and assigns. Failure to fulfill these requirements shall subject the applicant or recipient, its contractors and subcontractors , its successors, and assigns to those sanctions specified by the grant or loan agreement or contract through wftJ ` Federal assistance is provided , and to such sanctions as are specified by 24 CFR 135. 135. Each Contractor shail comply with the federal minimum wage requirements for those employers of rte contractor performing work under this agreement. This Agreement :s subject to the requirements of section 3 of the Sousing and Orban Development Act of 1, 968 ( 12 USC 1701u) , as amended, the 3= regulations issued pursuant thereto at 14 CPR Part 135, and any applicable rules and orders of HIID issued thereunder prior to the HUD authoris;tion of the Funding Approval to the County on, July 27, 1976. The Contractor shall cause or require, to be insetted in full in all contracts and subcontracts for worx financed in whole or in part with assistance provided under this Agreement, the section 3 clause set forth in 24 C?R 135.20(b) . She Contractor shall provide such copies of 24 CFR pant 133 as say be necessary for the information of parties to contractz required to contain the section 3 clause. 2. Flood Disaster Protection: This Agreement is subject to the requizements of the Flood Disaster Protection Act of 1973 (P.L. 93-234 ) . So portion of the assistance provided under this Agreement F- 27 8Z -=I buzpnTzuT 'SuTuTtzz zo; uozzzOTOs put tvoT»otusdzcOz »inept zsq»o so ltd ;o ssztz toot»tII�zsq zo ;; T :uamzTnzza s zo zuvczTnzosz t zO;svtzz zo 'uoTzes ep '6cTpwzbdn »usm.&OTdms :bcTAOTTO; agz 'cz pOzTcTT aq zou znqsPr'TzuT q� TTtgs uoTzzt znS •uTbT20 TtuOTztu zo 'zss 'uo;bTTaz ' zolaz 'sztz ztsgz o» pzt6szcsno tdma � uoTz�afsz�otdsca paztszz azi sweAoTdms ztgz P Pslo T zc; szutzTlddt ztgg aznscT az uoT=v "TzsmzT;;t adz TTtgs zc DT=Uo:) ozz •uTbTzo TsuoTzlu so zss 'ucTbTTaz ' soTaz 'sotz ;o esnvDeq zusmboTdmi z0; zw=TTddt so as.&oTfts Aut zsuTtbt sztu=TzzsTp zou TT'rqs zozztzzucD sq-4 'aatzbozd 9= zno buTlzztz uZ •popuatat si '9tZT1 zaPzO seTznzsz3 az .osCgns zou szztzzuaz pct ssTzTeT=Y (t) :ezTun;,ZO ,ap aue"oT=3 TvrL53 'E •zugmsezbr sTgz zspcn papteozd szutzstsst gziw. pepun; ;TaszT zov ST PUTT Bzns vo uoT»onz»suoo age ztgz zzt; agz buTPutzw=TKzou pazTnbaz aq TTtgs suoTszeozd gcn5 •EL6T ;0 zvy voTz�szoza zszstsTp pocTa agz ;o (t)ZOT not»ons zspun sasodznd noT:znzzsccz zo uotzTsTtLbzs za; szutzsTsst TTTzutuu,; oz z»dssz gzTA pa:T nbaz st szuiznscT pooT; 1;zns 'PUTT gzns ;o dT79zauwo Sq-A , buTznP 'utszuTtm pct uTtzgo cz snbTsss zo szossszzns s»TputT Osis;sutzz a= burtbTTgoWuDTsTutznsuI s ze • Toot S•O Zb Popus" st 8961 Zo TA TYucT»tp au» zspun aTgYTTtet Optm usaq stg szutznsuT pooT; ;o arts au» gzTUA UT put spztztq pool; TYizads butetq st aIIH yc lzrza:oas aq; nq psT;T»uapi IIazY ut UT POzYzcT CT putT gzns ;T ,uTY»ncz TTtgs zuamaaz5� sTq» zspun papteozd szuYzstsst .;»Tn panozdST so paztOTz ' PIZTnbzw PUTT ;o zs;suszz zsgzo zo ' asvol *TVs Oqz zo; zuamaazbi zo zztzzuaz Ivy •zzY PTTs ;c (t)ZOT uoT»zss _o s»usms:tnbsz szutznsuT pooT; ;o astgoznd Izcztpulm c» .zaCgns aq TTtgs mYsbozd szutznsuT pooT; TtuoTztu at;» uT 5uTz4d'zT»ztd uagz saTzTunmmaz uT' stazt POT;TzuaPT gzns uT uo-zznzzsuaz zo uoTzTsTnbzt gzns z0; zuamsszb� sTg» zspun papteozd azutzsTsst Avw ;o asn v= put ZzY ;o ( P) TOL ucTzzas cz zutnsznd mtzbozd azutznsuT pooT; pigs TY0T»YU aq» uT 8= g uoTztdreT»std zo; szusmOzTnbaz a »TA azuYTTdmcz uT uagz zou kzTun=OD t uT ps»tzcT ST gzTgn spzYZYq pooT; TYTbads buTetq si fztzOzzaS S= Lq POT;TzuapT IIazY Y UT asn zo; '.z�+ pTYs ;o ( Y) £ uozzzas :spun pOuT;aP UT sasodznd uc!zOnz:sucz 20 voiz-sTnbzII zc; Pa nozddt sT sgz ;o ;Ttgsq uo so bq psztTd sssAoTdms so; rzusmsrTzzsopt :o suoTzszTzTTos TTi IIT 'TTTw zczzTzzuc:) sql (L ) •ssnTTz voTzsuTmTzzsTpuou sTgz ;o suotsteozd sq'z gzzo; buTzzss Lzuno:) sgz bq PmPTeo=d aq oz ssOTzcu •zusmAOTdms so; szuTDTlddt pus sssloTdms az aTQYTTteT * ssztTd sno=tdsuoz UT zsod az ssasbt sazztzzuoz OqZ • dTgsszTzcszddt bcTPnTzut IbuTUTT= ,o; coTzzsTss pct :uotztsysdmaz ;o ss3c; ssgzo zo ITd �o ssztz iucTzsuTtzvm so ;o�tT :butsTzzsap! zuv=Tnzz83 3o zuw=Trnzz63 ' ss;swizz so �uotzomsp �bcTptzbdn 'zusmLoTdm3 :buTwoTTo; sqz 'az pszt;auTT sq zou znq 'sPnTzIIT TT� g s uoTzzt zng 'uTbTso TsuoTzvu zo 'zss •votbTTs3 130Taz Iszt3 zTsgz az ;zsbsz znogzTw , -uamltioTdms buTznp psziszz szt sa&AOTdms ztgz put 'paboTdms szt szu=TTddt zT17z sznsus oz uoTzzt seTztmzT;ZT •x" TTTw 3azztzzucD aqW •uTSTzO TTuoTzsu zo zss luoTbTTss ' zoTao , szt: ;o ssnszsq zusmAO Tdmw zo=; zuvzTTddw o (T)AoTdms Lui zsuTtbt szsuTmtzcsTP :swoTT o ST sss 3bt ,ozzt zzuoz sgz 'zzwzzu= 9T= ;o szuTm,o;zs� a= bcTzM :ssnTTz LzTunzzoddo Ttnba buTMoTTc; sgz �zuwmsazbV zTZz ,spun papTeo3d szcTzstssT gz-Tw zzwd uT zo sTouw uT ,o; PTvd sT qzTgJ� 'suoTztTnbsz PTTs UT Pau-;Op st ;0s20gz uoTzszT:TP= ,o 'X20^ voTzznzzsuez ,c; - .ct:zuazgns Put =ztz14ua0 zdmszsuou Aut ut TTn; uT psz,ssVI sq cz s zTrnbs z so ssntz TTTgs sazzt zzucO sqZ • sz0tzzuc0 uot;znzzsucz oazsTsst =E 02 sTQlzTTddt OCT zzta �� tZ Zi? svoTzYTnba: KzTunzzozdO zusmAcTds3 TYnba �9 c. zOsCcns sa TTYLIS s_zYzzucz wins •papuamt ss 9bZTi zapz0 ao,zn0az3 oz :za6.644Ls s.zY:zuoD (q) •x:ow mtzbosd zo; rzztzzuczgns TTT uT rzusmszTnbsz LOns sztzodz=uT cz X20A gzns zc; szczztzzucz 9zT ;0 TTV a:Tnbsz TTTM put 'uoTzzss sTgz ;o ( q) udv:btztd Iq Ps s.Dezzuoz Zdo=xo � xzon mY:bozd zc; rzzt:zuc0 szT �0 TTt UT ( s ) ndYzbrztd sTgz ;o rzusmsztnbss butoba:0� sgz •sztzod,azut TTYgs 2cz0t:zuc3 sqZ •uT5Tzo TtucTzwu 30 'zss '"TSTTsz ucz ' :oTOD ' a0tz az pztbaz znogztw zusm�otdms so; vos�s�spTTTgs aeTvDaz TTTM czutzTTddt pa },TTtnb TTT zYgz zczzv:zuc: sqs •ssnYTz voTztu=Tzzstpuou rTgz ;o suotrteozd 8= gz3c; BUTzzas Azunc: sgz Aq papTAozd sq cz ss0tzou � szuvztTddY pus saaloTdma cz aTgTTTQet zvam�oTdma � saOtTd snor.OTdrucO LT »sod TTvgs zczzv:zuc� at;Z •dtgsa0tzus:ddt at all qualified applicants will receive Contractor , state t.'� t without regard to race , color , consideration for employmen religion, sex, or national origin. ( 3 ) The Contractor will send to each labor union or zepcesentative of workers with which he has a collective bargaining agreement or other contract or understanding , a notice to ba provided by the County advising the said labor union or workers ' representatives of tse contractor ' s commitment under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment. ( 4 ) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1963 , and of tae rules , regulations , and relevant orders of the Secretary of Libor . ( S ) The Contractor will furnish all information and reports Lequized by Executive Order 11246 of Septe=er 24, 1915, and by tte rules , regulations, and orders of the Secretary of Labor , or pursuant thereto , and will permit access to his books, records, and accounts by HUD and `-.he Secretary of Labor for Purposes of investigation to ascertain compliance with such rules , regulations, and orders. ( 6 ) In the event of the Contractor ' s noncompliance with the nondiscrimination clauses of this contract or wits any of such rules, regulations , or orders, this contract may be cancelled, terminated or suspended in whole or in Part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contract procedures authorized in Executive Order 11246 of September 24, 1965, or by rule , regulation, or order of the Sac:etary of Labor , or as otherwise provided by law. ( 7) The Contractor will include the portion of the sentence imaediately preceding paragraph ( 1) and the provisions of paragraphs ( 1) through ( 7) in everyy subcontract or puzchase order unless exempted by rules, * subcontract or' orders of the Secretary of Labor issued pursuantlto section 204 of Lzecutive Order 11246 of September 25, 1965, so that such provisions will be binding upon each subcontractor or vendor . The Contractor will tike such action with respect to any subcontract or purchase order as HUD orthe County may direct as a means of enforcing such provisions, ding inclu F - 30 sanctions for noncompliance : Provided, however , that i^ the event a contractor becomes involved in, or is threatened with, lit-gation with a subcontract or - vendor as a result of such direction by HUD or the County, the Contractor may request the United States to enter into such litigation to . Protect the interest of the United States. The Contractor further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federail•Y assisted construction work: Provided, that if the Contractor so participating is a State or local government, ent,to he above equal opportunity clause is not applicable instrumentality or subdivison of such government which does not participate in work on or under the contract. The Contractor agrees that it will assist and • cooperate actively with SUM and tae Secretary of Labor 4n obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules , re5ulat:ons , and relevant order of the Secretary of Labor ; that It will furnish HUD and the Secretary of Labor such information as they may require for the supervision of such compliance ; and that it will othervise assist HUD i.a the discharge of its primary responsibility for secaring compliance. The Contractor further agrees that it will retrain from entering into any cant.-act or contract modification subject to Ezecutive Order 11246 of September 24. 1965 with a cantzactar debarred from, or who has not demonstrated eligibility for , Government contra cts and federally assisted construction contracts pursuant to the executive order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by HUD or the Secretary of Labor pursuant to part 11, Sutpazt D of the executive order . In addition, r.�e Contractor agrees that if it fails or refuses to comply with these undertakings, HUD or the County may take any or all of the following actions: Cancel, terminate, or suspend in whole or in past the grant or loan guarantee or this contract ; retrain from extending any further assistance to the Contractor under the prograa with respect to whits the failure or refusal occurred until satisfactory assurance of future receivedcompliance has been from s rotor the casae to tte Department ofjusticefor nd appropriatelegal proceedings. F - 31 4. L,esd-Based Point Hazards The construction or rehabilitation of residential struc- tures with sasisumce provided under this Agreement is subject to the HUD Lead-Based Paint regulations, 24 CTR Part 35, as modified by Section 570.608 of Subpart K. Any grants or bens made by the Con- tractor for the rehabilitation of residential structures With assist- ance provided =der this Agreement shall be made subject to the provision for the ei i•ination of lead-based paint hazards =A r Sub-part B of said regulations, mad the Contractor shall be responsible for the inspections and certifications required madsr Section 35.14(f) tbereof 5. Compliance with Air and Mater Acts: This Agreement is subject to the requirements of the Clean Air Act, as amended, 42 USC 1857 at seq. , the Federal Mater Pollution Control Act, as amended, 33 USC 1251 at. seq. and the regulations of the Environmental Protection Agency with respect thareto, at 40 Cit part 15, as amended from, time to time. In compliance with said regulations, the Contractor shall cause or require to be inserted in full in all contracts and subcontracts with respect to any nonexempt transaction thereunder funded with assistance provided under this Agreement, the t-Illowing requizeawnts: (1) A stipulation by the contractor or subcontractor that any facility to be utilised in the performance of any nonexempt contract or subcontract is not listed on the List of Violating Faciliities issued by the Environmental Protectioc Agency (EPA) pursuant to 40 Ctl 15.20. (2Agreesrent by the contzactot to comply with all the requirements of section 114 of the Clean Air Act, as Wasted deral Water pollution Control A42 UC ct as ameAnd tnded ,ion (33f�e1318) relating to inspection, monitoring, entry, reports• and information, as well as all other requirements speci 1f ed in said section 114 and section 304, and all regulations and guidelines issued thstsnnder. (3) A stipulation that as a condition tot the award of the contract prompt notice will be given of any F- 32 •�cszzuao tans ;o PstxT uT antszsz oZ :ogT'I ;o zuezzzwdsQ st;Z ;o suoTzTTnbs: sTgTZTTddT LUT ;o suoTsTeozd sgZ spun sTgTBTTsuT *CTZ 91;z ZT IT oqM zozztzzucz JWv cz spam sq TTTgs zusmsssby 81:P ;o noT=vs =Tt;z zspun pszsecz SZZT:Zuaz sqZ ;o pZvAv oiQ r£ •TS 6L ' 000 'OtS ;o sssozs uT szzTzzu= tens so; 'PUT S •S ;o sztssmssTnbsz 61:P bt:TzssQ suoTsTvosd ' tuOT�TTnbaZ terns O% zzs;gns nDTzzu= ut �aZzssttt sq qUT oz ssTnbaz zo ssnTZ TTi »aZTZT ' o •sszTz ssgbTq st;z ;o zusml►�d szTnbs: aZ `��Qss ;T ,uTz vzt ;o zazTzzuc: sqz •AOTT02 oz p*P T T Punsssq butgzou 'MTT TT=OoT ao sZTzs bq posod=T ezv suoTzTTnbaz ;zns zspun paztnbsz *so= uvgz zsgbTq sszT: sbsw ;T z=gz s tcoza :vsm�si:sno� zz sssuTT:Z PUT sszTzuszddT ;o oTzsz P P . rzztd sqZ put ss5sw ;o zusQ.F►sd stxZ buTusseoo IT; PUT sgZ ;o 8s� 6L zspun zogTZ ;o zus� ".zwdsQ 81;z ; szusas:Trtbaz oTgTZTTddT sgZ Ptm szzTszuoz tpus OZ buTUTT"zssd szus�sztnbaz QIIB gzTw LTdmaz TTszis 'zuocwolbY WT= ssPzm pspTnozd szuszsTssT gztw zstd uT so oTogw UT psDuIMT; xzon so buTpTTng AUT ;o :Tin dos zo uoTzsTdmoz 'uOTZZssosd c--zn:zsuaz sqZ zo; 000 'LS ;o ssszzs uT SZDTZZuaz spun psbwbus . -szczzTzzuaz TTi Pon :czzTzzuc' st;z ' ssTtFmt: zgSTs trtt;Z soot zo; son TTTZuspTssz :c; psuSTssp ZTA .4ds�zZ sd TTTzt:spTssz ;o uoTZQZTTTgTQsz 61;z cz zzsdsss gZTw z :s�otsToo:d spzQpuYZS zogT"I TTzspaa •9 •Zz� Toz:ucQ uoTznTTod zsZTH TTzspo� a ;o ( o) 60E uotzzss zo ZDY '"y ut:T' uotZzss zspun uoTzztnucz T oz sstz uanTb ssg gzTgM I-ZTTTzT; T cz zzodsss gZTw pazTTTzn 1 T TTlr sbZusei ougcln papToo:d aouTZstssT sqz ;o Zuno�t I,ut tt R •suoTsteosd gzns _buTzzo;us ;o suvsm Y s4 =zaz.p IQm Izunc� aqz zo/puT =E ST uoTzzT gzns sxTZ TTTM zoZZTzzucz st;z zTgz 5uT:Tnbsz put zzTzztiuozgndvibbvzsduOu uT 428es UT ucTzzas sTt,•Z ;o ( t ) gbnost;Z ( T ) u scuatua:tnbss PUT TT78ZTZD 9= papnTzut aq oz ssnTz zo spnTzuT TTtn at; ZQ zcZZTzzucz a= t q zua�aazSK (ti ) • satZtttzTd 5uTZTTcTA ;o ZszZ Yd3 aqz uo PszsTT aq cz uoTZTzaptsucz zspun st zzT-Zuaz oqZ zo; pazTTTzn sq cz zc pazTTTzn zTgz Su-ZQztput 'Yd3 ' saTZtnTZz� TY:apa, ;o ' zcZoa:tQ at;Z mc:; panTazaz uoTZYzt;tZou Title 'T o� •^e Cavi' Ric�•s Act 7 . Nondiscrimination Under - p o is Agreement is subject to the requirements of Title V7: of the Civil Rights Act of 1964 ( P.L. 88-352) and o including the regulations HUD regulations with respect theret under 24 CPR Part I. In the sale , lease or other transfer of land acquired, cleared or improved with assistance provided under this . Agreement, the Contractor shall cause or require a covenant running with the land to be inserted in the deed or lease for such transfer , prohibiting discrim:nat4cn upon the basis of race , color , religion, sax, or national origin, in the sale , lease or rental, or in the use or occupancy of such land or any improvements erected or to be erected thereon, and providing that the Contractor , the United States , and the County are beneficiaries of and . entitled to enforce such covenant. The Contractor in undertaking its obligation in carrying out rte program assisted hereunder , agrees to tike such measures as are necessary to enforce such covenant and will not itself so discriminate. S. Obligations of Contractor with Resaec= to Certain Third Part Re ationsnips: The Contractot shall remain fully obligated under tfie provisions of the Agreement notwithstanding its designat:cn of any third party or parties for the undertaking of all or any put of the program with respect to wrath assistance is being provided under this Agreement to 'the Municipality. The Contractor shall comply with all lawful requirements of the County necessary to insure that the program with respect to which assistance is being provided under this Agreement to the Contractor is carried out in accordance with the County ' s Assurances and certifications to HIID, including those with respect to the assumption of environmental responsibilities of the Applicant under section 104(h ) of the Housing and Community Development Act of 1974- 9. interest of Certain Federal Officials: No member of or Delegate to the Congress of the be ad=tteSdttoean and no hare orsparttofo Commissioner , Shall or to any admit.. Y benefit to arise from the same. F - 34 10 . Interest of Members Officers , or ontract0r Meii ers o: :.Ocal Governing 3oarc , or ot.:er Public Officials: No member , officer , or employee of the Cantractcr , or its designees or agents , no member of the governing bity in which the program is situated, and ody of the local no other public official of such locality or localities wno exercises any functions or responsibilities with respect to the program during his. tenure. or for one year thereafter , shall have any interest, direct or indirect, in any cent:act or subcontract, or the proceeds thereof, for work to be performed in connection with the program assisted under the Agreement. The Contractor shall incorporate , or cause to be Incorporated, in all such contracts or subcontracts a provision prohibiting such interest pursuant to the rurroses of this section. 11. Prohibition Against Payments of Bonus or Commission: The assistance provided under this Agreement shat) not be used in the payment of any bonus or commission for the purpose of obtaining HDD approval of the application for such assistance, or H= approval of applications for additional assistance, or any other approval or concurrence of HQD required under this Agreement, Title Z of the Housing and Community Development Act of 1974 or HDD regulations with respect thereto ; provided, however , that reasonable fees such o bona fide technical consultant, managerial services , other than actual solicitation, are not hereby prohibited if otherwise eligible as program casts. 12. Miscellaneous The pasties represent that none of them has, nor will have any understanding, oral or written, with any other person or party relating to the misuse , misappropriation, or kickback' of any of the Federal monies paid or to be paid hereunder. The parties agree to comply with all applicable federal, state, and local laws, codes , ordinances, rules , and requlations including, but not limited to, the Housing and Comaunity Development Act of 1974 and the ruts and regulations thereunder , as the sa= may be amended. Without limiting the generality of the foregoing, the parties F- 35 will comply with 24 C?R Part 35 regarding elimination of lead based paint hazards , with 24 C?R Part 15 regarding the requirements of the Clean Air Act and Federal Water Pollution Act, and with Tule VZ of the Civil Rights Act ofand6Executive together with 24 CPR Part 570. 601, 24 C?R Parte Order 11246 , to the effect that no person in the Cnited States shall, on the ground of race, color, national origin denied the or sex, be excluded from participation in. benefits of , or be. otherwise subjected to , discrimination under any activity involving federal assistance. The Owner (but not any of the Contractors ) agrees to cause to be included in any instrument of sale, lease, or conveyance of the property improved with the federal assistance hereunder , a clause obligating the transferree and successors to �j •, V' the Civil Rig-ts Act observe the requirements of +e o. of 1964. 13. Where applicable , attached hereto and made a part hereof is Exhibit 1 which exhibit contains. certain of the regulations referred to in this agreement. F- 36 C CVYUNE`+E._=pyE V7 9t.^.(:Y :;;ANT vQCC;AM CONTRACTOR'S CERTIFICA7.CH CONCERNING UA30R STANOAROS ANO PRE'lAl' :HG WAGE RE'.UIRE'�EN7S AT It i •mO.aC— �u..sic A '!! 1n.i '74e uneers gned, having executed a contract with rcr the construction of :he above-tdenufied prclec:, acicnowlecaes (a) Tlie Labor Standards provisions are included in the aforesaid contract; (b) Correction of any infractions of the aforesaid conditions, including infractions by any of :.:s sub,-:)nt.-actors and any lover tier subcontractors, is his responsibility; [. He certifies that: (a) Neither he not any firm, partnership or association in which he has substantial interest is designated as a ineligible contractor by the Comptroller C 'erai of Lhe United States pursuant to Section 5.5(b) of the Regi:at:ons of the Secretary of Labor, Part 5 (29 CFR. Part Sjor pursuant to Section 3(a) of the Davis-Bacon Act, as amended (40 U.-S.C. 276a-2(a)). (b) No pert of the aforemerttroned contract has been or will be subcontracted to any subcontractor if such sub- contractor at any firm, corporation, partnership or association in which suc?t subcontractor has a substantial interest is designated as an ineligible contractor pursuant to any of the aforementioned regulatory or statutory provisions. 3. He atr"s to ootain and forward to the aforementioned recipient within ten days after the execution of anysubcor,tat:. incluaing those executed by his subcontractors and any lower tier subcontractors, a Subcontractor's Certification Concerning Labor Standards and Prevailint Wage Requirements execated by the subcontractors- A. He certifies that- (ai The io"i name ona rhe business oadress of the umders,griea are: bi The undervgned ii: 111 A SIw6L19 01e000149TORSM10 I 131 • CORPORATION OOCAP41ZCC IM r,.[ STATE 09 I .- 121 A •AATNewSMI• �I 0TreA Owr.ANi2ArION 10e4er10el i (c) The nerve, inti* and address of the o.ner, :orners a. •iCce+s of he undersigned are- PI A 10 1[ re:were I •,.L a • I •OOAe3s „ L:o; Jo •tJosa OaL vola OJet I” Meesute+ at pp[•,f eou JNei ttt lavr h Ttowo este) oc eG oures ot'. Stn"v •tietiato:t ,tvr sa;ttlone JT tJOyP •saosod •saws w.eeyr„ Woo V. v►t&e+J: •7•/ n '/1 att 1 'OIC: verb •e;e� rr**s�J? Z 7y1N��JtA step �J�anitve�J ' I I i I M�ut�iliQ��> >Owrl I nNWOOT ;(Jlolf of •a1.ob. a10 JtadaJVI 0444yaJsgnS G• coy v•uSftwoun oyJ �aJy• u� tJeuegvea ueuatuitv�a 6ui?iIhq Je440 I!t 40 fuOU"1111"12 OPDJJ Put tottaJPp 'taWOY •K. Ja• I ! I i .�o:i c• ,rr: „ aa: ,ta.a,. ♦.. ,c aan.t. a„ ou: E°A A'W E 4' �s "C u S "C •N: a*SAN BI V!—:OMEN' C�n+rUHir :EvE_7/HENT xi--^Cx :RANT /aCGRAM SUBC3MTRACTOR'S CERTIFICATIOM COMCERHIHG LABOR S'►HO►ROS ASO PQEV►IL!MG w►GE RECUIREuE-N'S --.T a peOitCT ru.eCp % sn7) C; 0 -- �� IRCJCCT MAid a % 1. The undersagaed, having executed a contract with j OAIACtOr Or �40C ORNOCLO�/ j• �Of ` �,10.6Yle 0I 4q rt/ in the amount of S the construction of the above-adenufied protect, certifies :hat: i (a) The Labor Standards Provisions of The Contract For Constr%ic::on are included in the aforesaid contract. N (b) `feather he nor any firm, corporation, partnership or assoc.suan in which he has a substantial interest is designated as an ineligible contractor by the Comptroller General of the United States pursuant toSection5.5� of the Regulauons of the Secretary of Labor, Part 5 (29 CFR, Pan 5), or pursuant to Section 3(a) of the Davis- Bacon Act, as amended (40 U.S.C. 176a-2(a)). • (c) -No part of the aforementioned contract has been or will be subcontracted to any subcontractor if such subcantractar or any firm, carpocauon, partnership at association is which such subcontractor has a substanual interest is designated as an ineligible Contractor pursuant to the aforesaid regulatory or statutory provisions. r 2. He agrees to obtain and forward to the contractor, for transmittal to the recipient, within'tan days after the ezec.:icn i of any lower subcontract, a Subcontractor's Certification Concerning Labor Standards sad Prevailing 'Wage Require- Monts, executed by the lower uer subcoatractor. in duplicate. (a) The workmen will report for duty ou or about i uact� 3. Me cer?ifies mean �J iia Tne (eyai name and rhe bu>ciness address of the indarsigmee are: Ttie vn4e+sogn*4 is: - I" A slMaLa VOCOMICTORsMi►: lsn ♦ CORRCRATIOM OR40AMI2[O IM TME aTAT9 O/? f1) ♦ 0ARTM[RsMIP: Irl OTM[RORGANIZATa004 (D4lcn/e/ 1 (c) T}ae "m*, title and aderess of the owner, parrnea or officers of the uniersigm" are: MAu/e I TiTt_t ♦OOA[sx L i F� 39 - (S[-9) ZZ7T-� �•S� Wee tree 00011) ea T"• -"Ta) ea eI "ne efI ev,meee •Islewlfll T= t JO 'fafe� OJ�I YeQI lb-IOU IOU MM1Y1elti' J/ Rr Aut SOMITIObd 40 M&SUD •M1fed •M�1■ •MM�.t Weis e1 eaps,,"d "�_'(� '011 atau '0T0T Yon"s •eH� Tetn�y� Z•f1 r �� 11 (,101,1 eve ,.trek►�/ij� /aa�totl!Si 9 �, t . pua sur era f KJ =• l; r. S t' r. I 1 teD0100v �wvl1 � w0t1vUITIry'tz 101,011 , gasser at -avow 1i1 sle/e+ut jeljuessgns e I: aau6ls,aoun fy1 yalr�. ut kl?lfnq re41e Ile !e sue1iea fISTep epey ?we sesslrppo '%asow aql (1) . J r 0 I I , I saw I0MJ.Vk TTdr00• I e Ja:olt or at,0%,j,1JD 1914611/ su, It !inlet au OUD }.�6 s�lDu' !V, t' 1NJ!)w� tDUY0110ns 0 6ut�Dt •l1DJOW07 IiVC Ie►n)ou II1DQ �swotAod Mu)O IID It sessl JDDO DVO sl W1• 801 �C .•to.a c t NUYago,, ••u •. ua 1".w tYaN1 or .Ilo.act N.Ya - - .wO.tt 1 NUYwtw Nou••JG •NO Vww•N Ol valO.a.awt co.•rw.ctow ow ocoNrN.c •owl ffatisl "*-I ��••• . .. '` .-4.t•...» nl oaLO...I••• co.•rw.c tow Ow 0'""co". tow/�••rl••t«� AECOAO OF RECORD OF EMPLOYEE INTEAVIEM I MPLOV E Itif f"'EMl (��0` SI•wj"�{) II.Lo/ SIo1.Ja•'t, 1. N..•a Oa t{•1"lOvaa . ...••1 O/ 14•♦t•.tt •OOwlsf aN0 1111"COME is •NO air col"! i. a•st 0•ta TOY 11061Na0 ON Nu.awaw o• «:llwa .ow■to --"-- NUualaw Or •.,ties vOT,l190 1"T,O/act alarOw! Too AT. 0N►T,O/acl 11N IN•t O•ta• ------------- 1 • •1/ o•rt •ou wOww/0 ON OM 1"wo/Ect UN tN•t Oat!• ♦.1111 L t at•Owf tOO.t• •. TOUT, NOUMtV 1"•t w.ta► .o.I. ..ou.L♦ ••• w•tt• 1 •l{ ..o to f touw IUw cl•ss.vIcat/owtflt -- NU AN.•wNt•r t •II.Iw .Ua (l•If•.It.1.ON1f I• I A M••wlit• ' •. TOUT,OUT file, . .o•Ia nurlaa' - t. loofa ow lOu/►.raNt uaa0' 1 louts ON auu•.YtNt u•t0' -------�- i. 1"•x0 •t l!•ft lr•.a AND ON!•NaI/ rOw ALL NOuwf •af N( _-- tlf NO Palo AO IN !aa(ft 0/ • IN • O•T Ow •a IN a ar!!11• — • .•.11 .1 ll atI 114a aN(1 ONE N•L/ /Ow •ll NOUwt - .0w.1 o w t.c1 st o• • w • O.t Ow••/N • vat■' �I�..vN.v. r•..•ww Nt •• .N/.tr.0/,...0 b•.11."1 tito INtw/o•ta-0, ow cotwcao /Nto 111...•..... N•.w•r•• •• ..•.••....�. a1/.• "...r/ __ •. IVaT, tNwl. •. - 4rV IN4 U1" •Nt 1".611 0• PAT, • 1 •1. 1••.1.1•»10. 1»1 •tot o•1N•O.tf O, Ow ito tOa wCl01Nt0 /..•1»(. u• .N• •.•• 1a. ovtlas 0101,64111#60�t 1Ntawvla. .• uu1.tt 00s4i wVa01• INtawvllvaw •t{ NI ttf NO Cowlo•wl w tlw{•.l.loalo.: C•wl..w•wt1.1•iGcwllaw: 1{. wa0•wws •+N•w�.w.•rl•.•t/ oaat•w•T .1 ./u.�.�(T��.i•.........•../ ..t.•r.�1 O•tt O• INtfwv.av O•t! Or INIf T,VIaw lt. a1� or INtaT,T/avaT, .1 I,t.».rows Of •Mtt wVlt waw t►,!/011 laAMIMA�gN - ------ /�ttaOl_l_Eaat/1NatgN r{. wau•wwa Ifi.w..•••+••V..•. •/w..•••.•TI i 1. t•.-N.1.INr //• Y••Mut L a so•Y•N1 w . .. 111•\1 ___ 1 U S. DEPARTMENT OF LABOR fiaON. UPLOVMENT I COvt 0410 AR/A 1SUSA IM IAT Eml►luyrnanlSlanda(dlAdounfll/allon,OFCCP UIILIZAIION 146PORI MINOHITY fILOM I T A.6 uyoal a ffpurod by f rKUIw�Ordrr -��Ij.Scr . 20��aww�Io uyoll can c�i..Tiw..c fled.owen.navrd w awµ.rndrd w vvAO/a of M pan and IAr mMNrcloi away a drela.rd 1014Wyd.l•Iw 1.01h« GovrnwnaMCOO1fac1{of10"60yaaawladwrwff lmftcoM/ac11 fEMALE 6.9z 1U NAME ANO LOCATION OF CONTRACTOR f 1 III 1(a( i UNInN�, A(.l N( Y s A. WORK HOURS OF EMPLOYMENT (Fa kimA d Non-Fads/all 9 l0 as fab Tac, fad Go 1. b. -- T O l A 1 I u I A I TOTAL ALL BLACK ASIAN OR AMERICAN Nl1MW N(I/ CONSTRUCTION INDIAN NIIMbLH l)f EMPLOYEES (NoI of HISPANIC MCIF IC MIN01111 Y W TRADE Gaaallka/lw TRADE f4cpan+cO.4pn1 ISLANDERS ALASMINORITY FEMAI E EMPLOYEES KAN PERCENIAGE PERCENTAGE tMY(UYtLS NATIvE M F M F M F N F M F M F M f loucway wiwkw AMR E NT ICE TRAWEE L/M TOTAL , ( ----- ---- - - I...�wy r.t.►oa A.Ppm N TICS TRAWEE LUS TOTAL '� — -- 1o.r owV vow b ar -- -- —- APPRENTICE Jv TRAINEE LUG-TOTAL 1ow1 now WAM M M ^PMENTWA TRAINEE $U•-TOTAL 1a o^"rrp4aa APPRENTICE TRAINEE r SUS-TOTAL TOTAL JOURNEY WORKERS TOTAL APPRENTICES TOTAL THIAINEES GRAND TOTAL " 'a C1/:NA/URE ANO TITLE—' ------- 117 TttiflIONt NI)MBLH IiiKludr arauwla) 113 DALE SIGNtO I YAt,L 1 1%S7RJC7I0NS FOR FILING MONTHLY EMPLOYMENT UTILIZATION REPORT (CC 257) 'r,C Mo^'I'lly Ut 1,lat1on Report is to Oe Completed Or eacn tucleCt ContraCtor (OOtn pr me and suOl and ""C Uv •etoons-O'er otf.cisi of the Company The reports are to pt filed Ov the Stn day of each month during in• term of the ,:;-!raCt, and they snarl include the total worK.hours for eacn emoiovee CIM111Cation .n eacn trade in the covered area +o• the montm, reporting per.oc Tit prime Contractor Snarl SUOMI, a report for its aggregate worK force and collect anC lowomnit reports for eacn woCAntranor s aggregate worK force to the Federal Cornu-n" agency that nas Executive Cr0e- 11246 resoons,00lty. (Additional COO'V. of this form may Ott obtained from the U.S. Depattment of Labor. Employment Standards Administration, OFCCP•t regional office for Your area.) Como•w+ee 44e n h U.S. Govfrnmirnt gancy esspnam Msopons■pinity for aOWi amDiOY frnent OppORHeuir. ($e 61re this wnforrnation lrttrh the OpnlfaCtie>0 offiQrJ Fapers Fumd.ng "rice - - _ .us. Gowrnmant agency ftMalm Protect (wit whow or in yrtl It mOR than Ona eganCr, lit all. .Any Contractor who nee a conasruetwn contract with the U.S.Gov ;gntractor ernnrrnt or a contract fun*w in whom or in part with FeDenl f unms. Inclvecat Nadu. Nnoania. Amann Indians. Alaskan Notrws. and M�nor�tr . . . . . . . . . Awn atm/excel it lalentecan—flecth hien aed wprrin. 1 Coverao Area . . . . . . . . . . . . . . . . . . . . G,"raonlC aha dentrfrd in Notice required under 41 CF11 0064.2. 2 Emorover t Iecannf.cstion NvrrOafr . . . . . . . . .Famerai gool secsrrrty Number lana On Errtoloye.'s Quartarty Foo eral Tax Return (U.S.Treasury pepernttant Form 941). 1 Current Goats lMrnpnty i F..neml . . . . . . . . . . . . . . . . . . . See Contract NotifsQtron. a aeoort is f►arioa . M*Atf%IV, or ae drnora by tlta corrtplatnce aigancY. Dapnt"I with . the eHaCfM YTf Of the atorttreet. S Construct.on Treece . . . . . . . . . . . . . . . . . . . . . . . . . . . .only those corrtructron avhts wrens+ contractor amowo in ter covered aha. 6 wOrK riourt of Emoarnnant reel . . . . . . . . . . . . . . . . . . . . �. The total nurRber of nrr hours and ter total nuntaer Of fear* hounercrkam by empsor+aa in[edit pasrficetron. b..4. The tall nvnrtpiar of nim hours and the total nuffOer of fenri newt wCrKaec oy each toacif id group of m.nornv errtptoyeia .n each cis"dwstaon. The W"i ecf accorttpfifrrtw+t a ow"'Is of tete wrorkar on nr trcoa C 4s.l.cation . . . . . (jowney works.Aoprentio,Trs+r..) 7 M.nyrty Nrr>ntaOe . . . . .The pefcent.so Of ta'tal trOnonty wrO 4wMrs of all wro.rkalOun)the kgfh of NDfunrnt ft, fit. fid. aha M d1WdW by COAk~M:Iwta o— f qwV for teach oonstruictian tsuoN. d Ferruw ►arcentage For each trace the rwtrOer r"certno rn Ga. F devoted by tie sum 01 . ter n wnwers no erw.e on 4 Y ub F. 9 Total Nurrtpat Of [1lt�MN . . -Tool nurrrpar of thNe and focal nwMrtbar of fenrm enop4inaea work• wta in each aw"W iaation of each trate to the eontracta's SW I w,WIL form awing re9ortwy pan". 10 Total NumOer of Minority Emp+orws . . . . . . . . . • . • • • .Tout nunwer of nraa naawny arree"as and tOW nwnVw Of f eta m mi rtow n y ernpwrees —00 I n@ on cede Clam f icet scat M e ech trade in the oontraaor't awn}.n wreck form Owrng m0'cetr v Datum. ..D..It @."W01I Yr t/..�w•.r 1• •. 1. �i•I C•wlr•cle/'•"41106601 UI•I S••111111YIM•11t/4I/„W11• 34/ Iw11) ,....1 M l•v.IwK/0• ' M tL•CW.IIWaOl1 L' MMMI.9 _ _— NOR Wild IYOe.p —_—_— rNOIIII•IIO IOCCINW —.—_---_—.— MOU(1 cM CtrU n.[, ..,). _ q1 . ICI DAN•►M11,.11I I•, IM its 1•, - .► r 1.x..1 COO./i1.AND ` �1--��_ O10UC I,tINf •OC.b fICYw11 M►M•t• 1 G I 1014 MII �'MxY --- ----- ---_ - `.. .�1 W Iwl01Il CINWICAIWN 1101111• W IAN AMORMI w.1.r u.u. r.•u t ~ CA11Nt0 IKC „Oa Owe OIu/C O 660,10•NN0/4110 IAlI1 PAI s • • a e - • I -t • 1':1111 ;':C.�;•t:�ri��nxr,�;.."Ct'J�F+�:till.:2�.► «7 .�lf�rtl: -": ibl4l�f' .?.t�f�lkl:t'I•�N�hl:tM',�C� :Lt� .T�'Ott►t'1b:�rr:vr. ►.�',,�.��,�•t W. So s. fowlt.ct have ►e4. a4 Will be made 1.. -yp/ay•1.14 p1.11...1 Ir. 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MjngstW stt Assn+W= ,tar^v act a e,�"uc Powmaxa+a+=us+o ow usib e A ofd 04 Am tat ►: a 'K.>t ar. W Lw;-,AFi^ f K le. ►oz� u t� �Y Aolllc= m s tr:$•+.G A us4 � K er; M& T MI ABC o 29 51 wall � ',Vk � 1l3 00 4 � a = dill , 1 .p § 1 � ° jE13 GENERA: .•;AGE _:C:S:Crl ,.0. Supersedes General wage Dec_sion No. %Ygo-18 State: NEW YORK Cour.ty(ies) : WESTCHESTER Construction Type: Building, Residential, Heavy & Highway Construction Description: Building Construction, Residential Construction (single family homes and apartments up to and including 4 stories) , Heavy (except water well drilling) & Highway Construction Projects. Modification Record: No. Publication Date Page No. (s) 1 Dec. 20, 1991 932,934 2 Jan. 24, 1992 932-934,936-937 3 June 26, 1992 934-936,938-940 4 July 17, 1992 932-942 5 July 31, 1992 933 6 Aug. 14, 1992 932-933 F-�-9 NY91-18 Basic Fringe Hour'_v Benefits Rates ASBESTOS/INSULATOR WORKERS 24.40 14.04 SCOPE OF WORK: includes application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems. HAZARDOUS MATERIAL HANDLFR 21. 75 4.70 SCOPE OF WORK: duties limited to: preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials, wether they contain asbestos or not, from mechanical systems. BOILER.KAKERS 27.30 2.40 +43%+a BRICKLAYERS, STONE MASONS, CEMENT MASONS , PLASTERERS Building 24.55 11.81 Heavy and Highway 25.05 11.81+ b POINTERS, CAULKERS, S CLEANERS 27.25 10.18 CARPENTERS 25.00 10.325 DOCKBUILDERS AND PILEDRIVERMEN 25.66 12.46 ELECTRICIANS (Lighting and Traffic Signal System) : Lineman and Technician 24.47 5 +6.75% + i Groundman Digging Machine Operator -and Dynamite Man 22.02 5 +6.75% + i M-bile Equipment Operator 19. 58 5 +6.75% + i Chief Mechanic 20.80 5 +6.75% + i Groundman Truck Driver (Tractor Trailer Unit 20.80 5 +6,75% + i Groundman Truck Driver 19. 58 5 +6.75% + i Flagman 11.01 5 +6.75% + i ELECTRICIANS 24.38 .02+ 29.5%+ c ELEVATOR CONSTRUCTORS: Elevator constructors 24. 57 5. 77 +d+e+f Helper 17.20 5. 77 +d+e+f Probationary helper 12.285 Modernization and Repair: Elevator constructors 20.56 5.62+ d+e+f Helper 15.42 5.62+ d+e+f Probationary helper 10.253 GLAZIERS 25.85 10.02 SWING SCAFFOLD 26.85 10.02 ' IRONWORKERS: Ornamental 24.60 19.55 Structural 24.00 25.78+ 1 Derrickman 26. 50 17.68 LABORERS (BUILDING) 19. 55 8. 50+ g LABORERS (RESIDENTIAL) : Laborers, unskilled 13. 60 5 .83+ g Jackhammers, vibrators, power buggy, (Aug. 14, 1992 ) NY91-_3 3r_l-'er, swi. per, ccerat__ on conveyor i belts, pavement breaker, fork lifts, . lasterer:ng, accoust:_ pumps, barco and all air tampers, a' ! pneumatic equip- ment, power packs 13 .95 5.83+ g • LABORERS (HEAVYJ& HIGHWAY) : Class 1 22.05 6.15+ h Class 2 20.70 6. 15+ h Class 3 20.30 6. 15+ h Class 4 19.95 6. 15+ h Class 5 19.60 6.15+ h Class 6 13 .25 6.15+ h Class 7 21.60 6. 15+ h Wrecking: Class 7-A 22 . 15 6.15+ h Class 7-B 20.75 6.15+ h Class 7-C 20.55 6.15+ h Shaft and Tunnel in Free Air: Class 1 26.72 6.15+ 18%+ h Class 2 24.97 6.15+ 18%+ h LINE CONSTRUCTION: Electrical overhead & underground distribu- tion work; substations, switching structures; pipe-type cable installation, maintenance jobs or projects; railroad catenary instal- lation and maintenance, bonding of rails; electrical overhead transmission line work: Lineman; technician 25.78 5.00+ 6.25% +i Cable splicer 28.36 5.00+ 6.25% +i Groundman digging machine operator; groundman dynamite man 23.20 5.00+ 6.25% +i Groundman truck driver (tractor trailer unit) 21.91 5.00+ 6.25% +i Groundman mobile equipment operator; groundman truck driver; mechanic 20.62 5.00+ 6.25% +i Flagger 11.60 5.00+ 6.25% +i LINE CONSTRIUCTION (RESIDENTIAL) 17 .45 .02+ 26% + v MARBLE SETTERS: Cutters and setters 13.93 4. 19+ k Carvers 14.48 4. 19+ k Polishers 14.89 2.90+ k Crane operators; derrickmen 12.91 4.34+ k Marble finishers (helpers) 12.91 2.90+ k LATHERS, Metal (RESIDENTIAL) 22.63 6.35+ u METALLIC LATHERS & REINFORCING IRON- WORKERS 21.95 8.35+ 1 PAINTERS: Brush 23.10 7.40 Spray 24. 10 7.40 Tapers 23.90 7.40 Steel & Swing Stage, Boatswain Chair 26.40 7.40 PLUMBERS 27.35 10.39+m POWER EQUIPMENT OPERATORS (BUILDING) : 24.52 10.81+h Group I-A Group I-B 22.45 10.81+h Group II 23.61 10.81+h Group III-A 22.71 10.81+h Group III-B 21.39 10.81+h (Aug. 14, 1992) VOL. I F- 51 NY91-19 �r Group IV-A 22.43 ' 10.81+h Group IV-B 21.25 10.81+h Group V-A 21.43 10.81+h 20. 11 10.81+h Group V-B G25.03 10.81+h roup VI-A-1 G24.03 10.81+h Group VI-A-2 G24.75 10.81+h Group VI-A-3 G22. 18 10.81+h Group VI-A-4 G28.46 10.81+h Group VI-A-5 G19. 13 10.81+h Group VI-B-1 20.110.81+h Group VI-B-2 Group VI-B-3 19.144 10.81+h 22.33 10.81+h Group VI-B-4 POWER EQUIPMENT OPERATORS (HEAVY S HIGHWAY CONSTRUCTION: 23.90 11.80+h Group I-A 22.95 11.80+h Group II-A 23.05 11.80+h Group II-B 22.63 11.80+h Group III-A 20.65 11.80+h Group IV-A 17.88 11.80+h Group IV-B 25.20 11.80+h .Group V-A-1 24.45 11.80+h - Group V-A-2 27.45 11.80+h Group V-A-3 24.20 11.80+h Group V-A-4 23.58 11.80+h Group V-A-5 27.70 11.80+h Group V-A-6 21.95 11.80+h -- Group V-A-7 23.04 11.80+h Group V-A-8 17.88 11.80+h Group V-B-1 17.05 11.80+h Group V-8-2 Hazardous/Toxic waste - An additional 20% of the basic hourly wage rate set forth in this wage determination. POWER EQUIPMENT OPERATORS (RESIDENTIAL) : 19.57 3.75+ 20.58+n GROUP IA 17.47 3.75+ 20.5%+n GROUP IIIB 18.52 3.75+ 20.5%+n GROUP IVA 17.34 3.75+ 20.5%+n GROUP IVB 17.52 3.75+ 20.58+n GROUP VA 16.34 3.75+ 20.5%+n GROUP VS 20.77 3.75+ 20.5%+n GROUP VIAL 20.02 3.75+ 20.5%+n GROUP VIA2 19.14 3.75+ 20.5%+n GROUP VIAS 19.77 3.75+ 20.58+n GROUP VIA4 23.27 3.75+ 20.5%+n GROUP VIAS 17.52 3.75+ 20.5%+n GROUP VIA6 23.02 3.75+ 20.5%+n GROUP VIA7 15.52 3.75+ 20.5%+n GROUP VIB1 16.34 3.75+ 20.5%+n GROUP VIB2 15.52 3.75+ 20.5%+n GROUP VIB3 18.13 7.76 ROOFERS 21.45 11.3053 3% SHEET METAL WORKERS 25.66 12.46 SOFT FLOOR LAYERS 16.55 12.46 Hand Sewers SPRINKLER FITTERS 20.50 4.25 STEAMFITTERS: 23.28 34.5% + o Steamfitters VOL. I F- 5Z NY91-18 Refr cerat;.o. (comoin.ed C_^presscr tonnage not over 5 tons) & air conditioning (water cooled, not over 10 tons) & air conditioning (air cooled, not over 15 tons) '_5.35 3.03+ p TERRAZZO & MOSAIC WORKERS 23.66 4.38 TERRAZZO FINISHERS 24.48 10.05 TILESETTERS 24.605 6.68 TILE FINISHERS 22.55 11.36 *TRUCK DRIVERS: Class 1 21.21 7.75+h+q+ r+s+t Class 2 20.96 7. 75+h+q+ r+s+t Class 3 21.41 7.75+h+q+ r+s+t Class 4 21.08 7.75+h+q+ r+s+t Class 5 21.96 7.75+h+q+ r+s+t Class 6 21.33 7.75+h+q+ 7+s+t Class 7 21.71 7.75+h+q+ r+s+t Class 3 22.46 7.75+h+q+ r+s+t Class 9 22.83 7.75+h+q+ r+s+t HAZARDOUS/TOXIC WASTE: An Additional 20% of the basic hourly wage Rate set forth in this Wage Determination: FOOTNOTES: PAID HOLIDAYS: A-New Year' s Day; B-Memorial Day; C- Independence Day; D-Labor Day; E-Thanksgiving Day; F-Christmas Day. a. Paid Holidays: Good Friday Friday after Thanksgiving, Christmas Eve Day, and New Year' s Eve Day. b. Paid Holidays: A through F, Lincoln's Birthday, Washington's Birthday, Good Friday, Columbus Day, November Election Day and Veteran's Day. C. Employer contributes 513.00 per day to a Security Benefit Fund. d. Paid Holidays: New Year's Day, Lincoln's Birthday, Washington's Birthday, Memorial Day, 4th of July, Labor Day, Columbus Day, Armistice Day, Thanksgiving Day, Friday after Thanksgiving and Christmas Day, provided employee is employed any time within the calendar week in which the holiday occurs. e. Vacation Pay: Employees with 6 months service - 2 weeks Employees with 5 or more years service - 3 weeks f. $8.00 per day annuity g. One hour off to vote on election day. h. Paid Holidays: A through F, Lincoln's Birthday, Washington's Birthday, Good Friday, Columbus Day, November Election Day and Veterans' Day, provided employee works two or more days in the calendar week in which the holiday falls. (Aug. 21, 1992) VOL. I F- 53 NY91 i. Paid Holidays: A through F, Washington' s Birthday, Good Friday, and Election, Day for the President of the United States and Election Day the Governor of New York State, provided the employee works the day before or the day after the holiday. k. Holiday: A half-day's pay for Labor Day. 1. Paid Holidays: A half-day' s nay Christmas Eve and New Year' s Eve. M. Additional Security Annuity Benefit: 57.00/day for each day worked by each worker. n. Paid Holidays: A through F, plus Lincoln's Birthday, Washington's Birthday, Good Friday, Columbus Day, November Election Day, Veterans Day. o. Employer contributes 57.70 per day for additional Security Annuity Benefits p. Paid Holidays: A through F, plus Washington's Birtnday and Armistice Day. q. Vacations: Employees shall receive vacations with pay in accordance with the following: 4 weeks after 20 years and 30 days of employment in current contract year 3 weeks after 10 years of seniority service 3 weeks after 10 years and 60 days of employment in contract year 3 weeks, 1 day after 16 years of seniority service 3 weeks, 2 days after 17 years of seniority service 3 weeks, 3 days after 18 years of seniority service 3 weeks, 4 days after 19 years of seniority service The third week and every additional day shall be granted to an employee in the calendar year in which he completes his tenth or other years of seniority service 2 weeks after 130 days of employment in the calendar year 2 weeks after 5 years and 90 days seniority service in calandar year 1 week, 1 additional day for each additional 18 days of employment not exceeding 10 days in any one calandar year after 90 days of employment Casual employees - 1 day for every 18 days of employment. An employee who does not qualify for vacation shall be paid pro rata on a daily basis. Holiday shall be counted as days worked for vacation benefits r. Legal Services Fund: Employer shall contribute 5 .05 to the fund on the same basis for all hours paid to employees in the form of holiday pay or vacation pay S. In addition to the benefits paid for Health-Welfare and Pension for up to 40 hours worked an additional S.25 is paid for each hour worked. t. The employer shall grant 3 calendar days off without loss of pay to an employee who has death in his/her immediate family, inclusive of the day of the funeral U. Work on Christmas Eve and New Year' s Eve will terminate at noon, but employees will rceive a full day' s pay. V. Employer contributes $8.50 per day to Security Benefit Fund. CLASSIFICATION DESCRIPTIONS LABORERS ( BUILD:NG) Class 1 : Unskilled. (July 17, 1992) VOL. . F_ S+ Class 2 : Equipment operators; drillers and pavement breakers; barco and all air tampers; vibrator operators; power buggLes; fork lifts; power acks; swinger operator on conveyor belt; plastering and acoustic pumps; all pneumatic equipment. LABORERS (HEAVY & HIGHWAY) Class 1: Blasters; blaster (quarry master) . Class 2: Burner; Jumbo driller; icy Drillers; Wagon Drillers; Air Track Driller; Hydraulic Driller; Concrete Form Aligner; Concrete Form and Curb Form Highway( steel) ; Asphalt Screedman and Raker Class 3: Asphalt Curb Machine Operator; Jeeper Operator; Pavement Breaker Operator; Power Saw Operator; Jack Hammer Driller; all types of Pneumatic Toole and Gasoline Driller; Concrete Saw; Gunniting; Railroad Spike Puller and Sandblasting; Pipelayer; Deck Winches on Scows; Power Buggy Operator; Power Wheelbarrow Operator Claes 4: General concrete laborers or anything pertaining to concrete; Aggregate or Concrete Materials Handling; Puddlers; Asphalt Worker; Rock Scalers; Vibrator Operator; Bit Grinder; Concrete Grinder; Air Tampers and all Tampers not covered by any other classification; Form Pin Puller; Pumps and their Operation; Service of Air Power Epoxy and Water Proofing Worker; Fine Grade Person between Dorms; Barco Rammer; Guard and Guide Rail and Link Fence; Steel Kings Class 5: Common Laborers; Signal and Pit Person; Truck Spotters; Powder Person; Landscape and Nursery Persons; Dump Person; Tending of Salamanders Class 6: Flaggers Class 7 : Asbestos and Toxic Waste Laborer WRECKING: Class 8: Blaster Class 9: Barmen burner Class 10: Barmen laborers SHAFT AND TUNNEL IN FREE AIR: Class 1: Blasters Class 2 : Miners, drill runner, air tuggers and chippers, pneumatic tools and source of air power, pumps and their operation and vibrator operators POWER EQUIPMENT OPERATORS (BUILDING CONSTRUCTION) GROUP I-As Backhoe Oliver 88, Fordson, Dynahoe dual purpose and similar machines; barber green loader - euclid loader or similar type; conway or similar mucking machines; dragline, gradall, shovel, backhoe, etc. (crawler or truck) ; front end loaders; hydraulic boom; Jersey spreader; letourneau or tournapull (scrapers over 20 yards struck) ; mucking machines; pavement breaker(air ram) ; paver (con- crete) ; road boring machine; road mix machines; roes carrier and similar machines; poet hole digger; shovel (tunnels) ; side boom; spreader (asphalt) ; scoopmobile-tractor-shovel over 1 1/2 yards; trenching machines - vermeer concrete saw trencher and similar; tractor type demolition equipment; winch truck (A-Frame) ; hydraulic crane 10 to 25 tons and cherry picker under 25 tons. (July 17, 1992 ) VOL. F-55 NY91-_3 GROUP I-B: Comoressor (steel erection) ; pulse meter and push button (buzz box; elevator. GROUP II: Compactor self-propelled; grader; bulldozer 07 and similar tractors with a draw bar horsepower of 100 or over; bulldozer 06; mechanic (outside) all types; welder; scrapers - 20 yards struck and under; machine pulling sheep' s foot roller; vibratory rollers, etc. ; and roller 4 ton and over. GROUP III-A: Asphalt plant; boiler (high pressure) ; concrete mixing plants; concrete pump; firemen; forklift; forklift (electric) ; joy drill or similar tractor drilling machine; loader - 1-1/2 yards and under; locomotive (all sizes) ; mixer concrete - 21E and over; portable asphalt plant; portable batch plant; portable crusher; quarry master; stone crusher; well drilling machine and well point system; cherry picker under 10 tons; hydraulic crane under 10 tons. GROUP III-B: Compressor over 125 cu. feet; conveyor belt machine regardless of size; lighting unit (portable & generator) ; welding machine (steel erection and excavation) ; and compressor plant. GROUP IV-A: Air tractor drill; batch plant; bending machines; con- crete breaker; concrete spreader; curb cutter machine; farm tractor (all types) ; finishing machine-concrete; material hopper-sand stone- cement; mixer-concrete-under 21E; mulching grass spreader; pump- gypsum, etc. , pump-plaster; roller under 4 ton; spreading and fine grading machine; steel cutting machine; syphone pump-air-steam; tar joint machine; turbo jet burner or similar equipment; vibrator (1 to 5) ; fine grading machine and roof hoist (tugger hoist) . GROUP IV-B: Compressor to 125 feet; dust collector; heater all types; pump; pump station (water and sewer) ; steam jenny and sweeper. GROUP V-A: Concrete saw; oiler fuel truck and oiler grease truck. GROUP V-B: Oiler; paint compressor; motorized roller (walk behind) . GROUP VI-A-1: Helicopter hoist operator. GROUP VI-A-2: Engineer pile driver. GROUP VI-A-3: Helicopter pilot. GROUP VI-A-4: Helicopter signalman. GROUP VI-A-5: Engineers for all tower cranes, all climbing cranes and all cranes of 100 ton capacity or greater (3900 Hanitowac or similar) irrespective of manufacturer and regardless of how the same is rigged (except for pile rigs) . GROUP VI-B-1: Utility man. GROUP VI-B-2: Second engineer. GROUP VI-B-3: Oiler (asphalt paver) . GROUP VI-B-4: Cable splicer. r (July 17, 1992) VOL. I F- 56 "Y91-19 GROUP VIZ: Concrete - portable hoist; crane & hoist engineer - steel (concrete, material, super structure sub-structure) ; derrick (stone- steel) ; elevator & cage; hcist - single, double, or triple drum; hoist-portable mobile unit; hoist engineer - concrete (crane-derrick- mine hoist) ; hoist engineer - material; overhead crane and power house plant; telephie (cableway) , whirly, mainteneance engineer, lull hi-lift or similar, hydraulic crane 25 ton and over, cherry picker 25 ton and over. POWER EQUIPMENT OPERATORS (HEAVY & HIGHWAY CONSTRUCTION) GROUP I-A: Auger; auto grader; dnahoe; dual purpose and similar machines; Barber-Green loader - euclid loader or similar type machine; central mix plant operator; cherry picker (cableway) - hydraulic; compactor with blade; concrete portable hoist; C.H. I. or similar; Conway or similar mucking machines; crane (crawler or truck) dragline; gradall, shovel backhoe, etc. , grader; derrick (stone- steel) ; elevator & cage; front end loaders over 1 1/2 yde. ; hoist single, double, triple drum; hoist portable mobile unit; hoist engineer - concrete (crane-derrick-mine hoist) ; hoist engineer - material; hydraulic boom; Letourneau or tournapull (scrapers over 20 yards struck) ; mucking machines; overhead crane; paver (concrete) ; pulsemeter; push button (buzz box) elevator; road mix machines, Ross carr�2r and similar machines; shovels (tunnels) ; side boom; spreader (asphalt) ; scoopmobile-tractor-shovel over 1 1/2 yards; trenching machines; telephies-vermeer concrete saw trencher and/or similar; tractor-type demolition equipment, whirly. *GROUP II-A: Compactor self-propelled; scraper - 20 yards struck and under; vibrator roller, etc. ; roller 4 ton and over. *GROUP II-B: Mechanic (outside) all types *GROUP III-A: Air track drill; asphalt plant; batch plant; boiler (high pressure) ; concrete breaker; concrete; pump, ; concrete spreader; curb cutter machine; farm tractor (all types) ; finishing machine (concrete) fine grading machine; fireman; forklift; forklift (electric) ; joy drill or similar tractor drilling machine; loader - 1 1/2 yards and under; locomotive (all sizes) , maintenance engineer; machine pulling sheeps foot roller; material hopper; mixer concrete - 21-E and over; mulching grass spreader, portable asphalt plant, portable batch plant, portable crusher, powerhouse plant; quarry master; roller under 4 ton; spreading and fine grading machine; steel cutting machine; stone crusher; sweeper; tubo het burner or similar; well drilling machine (except water well drilling) ; winch truck "A" frame. GROUP IV-A: Concrete saw; oiler ( fuel or grease truck) . GROUP IV-B: Compressor-compressor plant-paint compressor-steel erection; conveyor belt machine; lighting unit (portable & generator) ; oiler; pumps-pumpetation-water-sewer-gypsum-piaster, etc. ; roller-motorized (walk-behind) ; welding machine (steel erection excavation) ; well point system; bending machine; dust collector; mixer concrete under 21-E; heater all types; steam Jenny; syphon pump-& :r-steam; tar joint machine; vibrator ( 1 to 5) . GROUP V-A-1: Master Mechanic GROUP V-A-2: Helicopter hoist c;*.- " 1992) VOL. I F- 57 NY91-18 GROUP V-A-3 :Er.gineer-all tower cranes, all climbing cranes and all cranes of 100 ton capacity or greater (3900 Manitowac or similar) _rrespective of manufacturer and regardless of how the same is rigged (except for pile rigs) . Group V-A-4 Hoist Engineer-steel-sub-structure; Engineer-pile driver. GROUP V-A-S: Welder Certified. GROUP V-A-6: Helicopter - pilot GROUP V-A-7: Helicopter - signalman *GROUP V-A-B: Jersey-spreader, pavement breaker (air ram) ; post hole digger. GROUP V-B-1: Second eng. 60 ton crane and over. GROUP V-B-2 : Oiler; asphalt paver; utility man. POWER EQUIPMENT OPERATORS (RESIDENTIAL CONSTRUCTION) GROUP I-A: Backhoe Oliver 88, Fordson, Dynahoe dual purpose and similar machines; barber green loader - euclid loader or similar type; Conway or similar mucking machines; dragline, gradall, shovel, backhoe, etc. (crawler or truck) ; front end loaders; hydraulic boom; Jersey spreader; letourneau or tournapull (scrapers over 20 yards struck) ; mucking machines; pavement breaker(air ram) ; paver (con- crete) ; road boring machine; road mix machines; roes carrier and similar machines; post hole digger; shovel (tunnels) ; side boom; spreader (asphalt) ; scoopmobile-tractor-shovel over 1 1/2 yards; trenching machines - vermeer concrete saw trencher and similar; tractor type demolition equipment; winch truck (A-Frame) ; hydraulic crane 10 to 25 tons and cherry picker under 25 tone. GROUP I-B: Compressor (steel erection) ; pulse meter and push button (buzz box; elevator. GROUP II: Compactor self-propelled; grader; bulldozer D7 and similar tractors with a draw bar horsepower of 100 or over; bulldozer 06; mechanic (outside) all types; welder; scrapers - 20 yards struck and under; machine pulling sheep's foot roller; vibratory rollers, etc. ; and roller 4 ton and over. GROUP III-A: Asphalt plant; boiler (high pressure) ; concrete mixing plants; concrete pump; firemen; forklift; forklift (electric) ; joy drill or similar tractor drilling machine; loader - 1-1/2 yards and under; locomotive (all sizes) ; mixer concrete - 21E and over; portable asphalt plant; portable batch plant; portable crusher; quarry master; stone crusher; well drilling machine and well point system; cherry picker under 10 tone; hydraulic crane under 10 tons. GROUP III-B: Compressor over 125 cu. feet; conveyor belt machine regardless of size; lighting unit (portable & generator) ; welding machine (steel erection and excavation) ; and compressor plant. GROUP IV-A: Air tractor drill; batch plant; bending machines; con- crete breaker; concrete spreader; curb cutter machine; farm tractor (July 17, 1992) VOL. I F- 58 NY91-18 ( ail types) ; finishing machine - concrete; material hopper - sand- stone-cement; mixer - concrete,under 21E; mulching grass spreader; pump - gypsum, etc. , pump-plaster; roller under 4 ton; spreading and fine grading machine; steel cutting machine; syphcne pump-air-steam; tar joint machine; turbo jet burner or similar equipment; vibrator (1 to 5) ; fine grading machine and roof hoist (tugger hoist) . GROUP IV-B: Compressor to 125 feet; dust collector; heater all types; pump; pump station (water and sewer) ; steam jenny and sweeper. GROUP V-A: Concrete saw; oiler fuel truck and oiler grease truck. GROUP V-B: Oiler; paint compressor; motorized roller (walk behind) . GROUP VI-A-1: Helicopter hoist operator. GROUP VI-A-2: Engineer pile driver. GROUP VI-A-3: Helicopter pilot. GROUP VI-A-4: Helicopter signalman. GROUP VI-A-S: Engineers for all tower cranes, all climbing cranes and all cranes of 100 ton capacity or greater (3900 Manitowac or similar) irrespective of manufacturer and regardless of how the same is rigged (e;ccept for pile figs) . GROUP VI-B-1: Utility man. GROUP VI-B-2: Second engineer. GROUP VI-B-3: Oiler (asphalt paver) . *TRUCK DRIVERS CLASSIFICATION DESCRIPTIONS Class 1: Lowboy (carrying equipment) Class 2: Straight jobs, Euclid--A-frame (inside cab) , winch (inside cab) ; tow, dynamite, mulching, agitator, water, suburbans, and pick-up (six wheeler and 10 wheeler) cars, Station wagons, Seeding trucks. Class 3: Fuel and tire trucks. Class 4: Tractor trailers (all types) 14 wheeler Class 5: Off road equipment ( over 40 tons) , Euclid, Athey Wagon, D.J.B, belly dumps, Trailer wagon Class 6: Off road equipment ( under 40 tons) : Euclid Class 7: Off road equipment (under 40 tons) : Athey wagons, D.J.B. , belly dumps, Trailer Wagons. Class 8: Darts Class 9: RXS (Aug. 21, 1992) VOL. I F- 5i NY91 WELDERS - Rate for craft to which the welding is incidental. Unlisted classification needed for work not included within the scope of the classifications listed may be added after award only as pro- vided in the labor standards contract clauses (29 CFR 5.5(a) (1) ( ii) ) . (July 17, 1992) VOL. I F- 6o SCOPE OF SERVICES FOR THE CONTRACT B WEEN THE COUNTY OF WESTCHESTER AND THE TOWN OF GREENBURGH FOR INSTALLATION OF A FIRE SPRINKLER SYSTEM AT THE UNION CHILD DAY CARE CENTER. A. PURPOSE The Union Child Da Care Center is a non-profit Head Start Day Care Center located i the Fairview target area in Greenburgh. The Center cares for appr imately 250 children, providing quality day care for children of a low and moderate income residents of the area. The Center, ho d in a building owned by the Town of Greenbur does not have an a quate fire sprinkler system. B. SCOPE SERVICES Th own of Greenburgh will retain a general con actor to perform the c struction activities described below. All rk will be done ccording to plans and specifications on fil in the Division office. 0pew The sprinkler system will meet State and 1 al fire and safety codes. �Or�•1Yn 1. All labor, materials, tools, equ' meet and services required to P'� � furnish, deliver and install a work to design and build a fire sprinkler system to service 1 areas at the Union Child Day Care Center located off Manhatt Avenue in the Town of Greenburgh. 2. Systems• a. Provide a we pipe, closed circuit, automatic s inkler system, co Tete in every detail and in accor nce with the requirem ts, rules and regulations of the quirements of the Lo Building Code, Local Fire. Mars all other publi authorities having jurisdiction the Regional I.S the Owner's Underwriter's, a the N.F.P.A. S ndards. b. The system shall be hydraulic y designed, sized, and installed. 3. he sprinkler system shall i ude mains, risers, branches, valves, shall connect to t risers or cross-connection and shall be in strict conformance ith the Local Code and as per N.F.P A. Standard No. 13, as am ded by Local Code Reference Standa and Local Fire Marshal. 4. Provide all mat als, parts, labor, etc. , necessar to make a complete, pro ly worked installation, provide of the apparatus f a complete, electrically operat sprinkler alarm system. 5. All m erials, units of equipment and ccessories shall cc.iply with he standards of the National sociation for Fire Standpipe and Sprinkler Equipment and Systems, UL and F.M. F— 61 6 . Provide test and drain nes , pipe, fittings, valves, tamper switches, sprinkler he s, alarm valve, flow switches, contacts, Fire Department conne tions, inspectors test connections, restrictors, signs, adders for valve access and all miscellaneous requ ed accessories, tests and approvals, controlled inspe ions, access doors and installation of access doors, location , drain pains over electric panels, pressure gauges , hanger and supports, signs and other such standard appurtenance are not specified herein but sha be furnished as required fo a complete installation in acco aace with Local Codes , Loc 1 Fire Marshal, Regional I.S.O. the Owner' s Insurance Company, nd the National Fire Pcotectio ssociation Standards. All thr ds shall conform to those of e Local Fire Department. 7 . An a roved backflow device must be astalled in accordance with sta and local laws . The Div sion shall reimburse the To of Greenburgh up to a maximum of S40,0 .00 for the project. The T n shall be responsible for all rema ing costs of construction. p � C. TI OF PERFORMANCE le contract between the unty of Westchester and the Town of Greenburgh will begin o January 1 , 1993, and end on December 1993. D. PAYMENT The Division of using and Community Development, De rtment of Planning, will eimburse the Town of Greenburgh for xpenses incurred in implements g the installation of a fire spriak r system at the Un1011D a y C e Center in an amount not to excee $40,000.00. Total amount av ple under the terms of this contr, shall not exceed 540,000. . Payme to the Town will be made upon a submission of County of Wes hester claim forms and other do mentation of expenses. is understood that the Town wi make every effort to comply with he federal regulations for equ employment opportunity, labor, and Section 3 as specified in the ommuaity Development Act. Failure to comply will result in the w hholdinq of payment by the Division of Housing and Community Dev opment . It is also understood at the Division of Housing and Community Development will vis ' the site during construction and will inspect the project for sa sfactory completion. It is also unde tood that the Torn will comply with all requireoents and provision of the Americans with Disabilities Act as it may be a*ended fr ise to time, with regard to the work under this contract. F- 62 The subrecipient, at its sole cost and expense, shall submit each year hereunder to the Commissioner o lanniug no later than ninety days following the couclusion of e h fiscal year of the subrecipient an audited statement of its op ations in accordance with the terms of the contract. Submission of a audited statement shall not limit the County's right to iuspe and audit the subrecipient records and books of account. Such sta sent shall comply with respective federal or state grant cosplia requirements and governmental auditing standards applicable to the ogram and shall be prepared by a public accountant meeting the inde ndence standards includedi generally accepted government aud' ing standards. The subreci 'ent further agrees to furnish all ports and materials necessa to permit the County to p/hc.,C fulfill it reporting requirements to s e and federal authorities. �`�� The s ipient shall include in its greesent with an independen auditor selected to perform the aud' required hereunder a prov' on ► Z provi ng the County, state and f eral authorities with acce to the aud' or's work papers. Unless e County, state or federal uthorities s 11 advise the subrecipient n writing to the contrary, he recipient and its indepe eat auditor shall retain financial records and work papers f a period of three years ter the expiration or terminati of this Agreement. The Town will be re onsible for erecting a si a at the construction site which states at the project has bee unded with Community Development Bloc Grant funds. All publi ty and press releases regarding the p oject will include et s regarding the funds provided by the Westch ter County Community evelopment Block Grant Program. F-63 ire A - , to t t e best of Lh s or her k-n o w Ledge a_r- i , ( 1 ) Ko Pd.eral f=ds have been paw ar w-M be be"aIf =1 the t,r.��.,' ed, to a.nY Per xi f= inIluen=g or atter*+p=g tn on inf I u en ce as ofIlc>= or e=glayte of any a9 exf, a N embPs of C an�rr�� or er y�`'�'S r an p bCyee c f Congress, or an em of a H.ember of Congress in cin e�r;o n w1th the axardln g of any Fed=-al cont--act, the tak=g of any Federal grant, the zaltin g c f any Federal loan, the en te`mg into cf any a'ope-rat;ve agreer-mt, and the extEnmm, coctmualioa, renewal, amendment, or nod t f: a tin n of any Federal can tract, grant, loan, or c ovpezative -a green en L. (2) Lf any funiis other than ped er-al a V propr fated funds have been paid or wM be paid to any Perscm far infl u en cm g or a tta=ptin g to mflL an offs or em p 1n Yee c:f any ag ency, a K cmber of C a&gress, an aitx�er o Cang:es.s, ar an �}oyee of a r of Can ��Y� of con tract, gra.IIt, loan, or gres.s in xtth the Federal sub r.._ti Stand�� Far as-I•r.r. ��t, the un d�es�gnezi s h aIl cos giett a •DisCIcs u e Farm to R epart Lc bbyin g• in accarda.nce wtth tts - (3) The undermgned ah-an requ±re that the lance of this certtf�_ation be in cl u d eed in the award docux=is far all subawards at aII tiers: (incl u din g subco n tracts, subgrants, and contracts under grants, loans, and cooperattve agre am en ts) and that all sub recipian tr s han ceittfy and disclose accordingly. 7h.is certLbcation Is a material representation of fact upon wbic� reliance was Placed when this tran-s-iction was made or entered in to. S uhais sion o f this ce.rtltira tin a is a Prerequisite fzar zayin g or entering into this transaction im Ped by section 1-352, titi.e 31, U.S. C ode. Any person wto fails to file the required certf c ztion Shan be subject to a civil pe-aalty of nc)t less than S10,000 and not mare than S100,000 fur each such failure. : (Name of Organlzati_o}n) (S icmature of Re_sponsbLe Off) (Date) ` (Grant N umber) F -&4 HOMMOCKS PARK APARTMENTS MAMARONECK, NEW PORK PROJECT MANUAL APPENDIX H: DRAWING LIST Perkins Project: Drawing No: Geddis Eastman Drawing Title: Architects Dace/Scale: DRAWING SCHEDULE COVER CPM-1 PRE-BID SCHEDULE A-0.1 ABBREVIATIONS, NOTES AND SYMBOLS SITE DRAWINGS STRUCTURAL SV-1 BOUNDARY AND TOPO SURVEY S-1 FOUNDATION PLANS - BUILDINGS 1,2,3 & 4 SV-2 SURVEY TRENCH LOCATIONS AND ELEVATIONS S-2 FOUNDATION PLANS - BUILDINGS 5,6, & 7 SV-3 UTILITY SURVEY ON NEW HOMMOCKS ROAD S-3 FRAMING PLANS - HOUSE 'A' SV-4 BOUNDARY SURVEY AT SCHOOL PARKING LOT S-4 FRAMING PLANS - HOUSE 'B' SP-0 SITE MOBILIZATION PLAN S-5 FRAMING PLANS - HOUSE 'C SP-1 SITE PLAN S-6 FRAMING PLANS - HOUSE 'D' SP-2 GRADING AND DRAINAGE PLAN S-7 DETAILS SP-3 UTILITY PLAN S-8 DETAILS SP-4 LANDSCAPE PLAN SP-5 OFFSITE UTILITY PLAN SP-6 SITE DETAILS HEATING VENTILATING AND AIR CONDITIONING SP-7 $ITE DETAILS SP-8 SITE DETAILS M-1 HOUSE 'A' SP-9 SITE DETAILS M-2 HOUSE 'B' M-3 HOUSE 'C' M-4 HOUSE 'D' ARCHITECTURAL M-5 DETAILS A-2.0 BUILDING 1 - FLOOR & ROOF PLANS A-2.1 BUILDING 2- FLOOR & ROOF PLANS A-2.2 BUILDING 3 - FLOOR & ROOF PLANS A-2.3 BUILDING 4 - FLOOR & ROOF PLANS ELECTRICAL A-2.4 BUILDING 5 - FLOOR & ROOF CLANS E-1 SITE PLAN - ELECTRICAL A-2.5 BUILDING 6 - FLOOR & ROOF CLANS E-2 HOU'-= 'A' - ELECTRICAL PLANS A-2.6 BUILDING 7 - FLOOR & ROOF 'LAMS E-3 HCUSE 'B' - ELECTRICAL PLANS A-2.8 HOUSE 'A' E-4 HOUSE 'C - ELECTRICAL PLANS A-2.9 HOUSE 'B' E-5 HOUSE 'D' - ELECTRICAL PLANS A-2.10 HOUSE 'C' A-2.11 HOUSE 'D' A-3.0 ELEVATION: BUILDINGS 1 & 6 PLUMBING A-3.1 ELEVATION: BUILDINGS 2 & 7 P-1 HOUSE 'A' A-3.2 ELEVATION: BUILDINGS 3 & 5 P-2 HOUSE 'B' A-3.3 ELEVATIONS: BUILDING 4, WINDOW SCHEDULE P-3 HOUSE 'C' A-3.4 HOUSE 'A'- SECTIONS P-4 HOUSE 'D' A-3.5 HOUSE 'B'- SECTIONS P-5 BUILDINGS 123 & 4 A-3.6 HOUSE 'C, D'- SECTIONS P-6 BUILDINGS 5,6 & 7 A-4.0 EXTERIOR WALL SECTIONS P-7 RISER DIAGRAMS A-4.1 EXTERIOR WALL SECTIONS A-4.2 MISCELLANEOUS DETAILS A-5.1 KITCHEN AND BATH ELEVATIONS, DOOR AND FINISH SCHEDULE A-5.2 CLOSET DETAILS & MISCELLA%EOUS INTERIOR DETAILS HONIAIOC%S PARK APARTMENTS MA\IARO.NECK, NEW YORK PROJECT MANUAL APPENDIX I: PREVAILING WAGE RATES ( v7D STATE -:CE B'_:-DING CAMP,1S APR 07 1993 ALBANY, NY 12240 Schedule Type-COMPLEThe TCI-tech Gru,p. Date 04/02/93 Refer to: PREVAILING RATE CASE NO. T/0 MAMARONECK PRC 9302493 WESTCHESTER COUNTY 05 to: TRI TECH GROUP Location and Type of Project 11 FARMINGDALE ROAD PROJECT ID M: NONE HOMMOCKS PARK APARTMENTS WEST BABYLON NY 11704 1361 BOSTON POST ROAD MAMARONECK,NY In response to your request, enclosed are schedules of the prevailing hourly wage rates and the prevailing hourly supplements for the above project, together with copies of - the Notice of Contract Let (PW-16) for your use. The schedules must be annexed to and form a part of the specifications for this project when it is advertised for bids. These schedules have been prepared and forwarded in accordance with Section 220 of the Labor Law, which provides that it shall be the duty of the fiscal officer to ascertain and determine the schedules of supplements to be provided and wages to be paid to workers, laborers and mechanics employed on public work projects, and to file such Schedules with the department having jurisdiction. The attached rates are based on the latest information available to the Department of Labor. Bureau of Public Work. Care should be taken to review the rates for obvious errors. It is the responsiblility of the Public Work contractor to use the proper rate. Any corrections should be brought to the Department's attention immediately. This schedule is applicable only from July 1, 1992 through June 30, 1993, unless otherwise noted. If your project goes beyond the period covered by this determination, a new determination should be requested when this scneCule expires. Note: A 1983 AMENDMENT TO SECTION 220 OF THE LABOR LAW REQUIRES THE PRESERVATION OF ORIGINAL OR TRANSCRIPTS OF PAYROLL RECORDS FOR THREE YEARS FROM THE DATE OF COMPLETION OF THE WORK IN THE AWARDED CONTRACT. Very truly yours, CHET RYSEDORPH, DIRECTOR NOTICE TO CONTRACTING AGENCIES Upon cancellation or completicn of this project, enter the necessary information and return this page to the ALBANY OFFICE of the BUREAU at the address listed below: PROJECT HAS BEEN Date Completed Date Cancelled Date Postponed Until Signature Title Contracting Agency For Additional Information, contact the following District Offices: St.Off.Bldg.012. Campus, Albany N.Y. 12240 65 Court St. ,Buffalo N.Y. 14202 155 Main Street West, Rochester N Y. 14614 30 via". St. ,Binghamton N.Y. 13901 175 Fulton Ave. , Hempstead A.Y. 11550 333 East Washington St. ,Syracuse N.Y. 13202 207 Genesee St. , Utica N.Y. 13501 30 Glenn St. ,White Plains N.Y. 10603 PW-200 (6-85) docm: letterla (99-ZL ) E-.Md (2-OZZ UOl;OaS aaS) uLauayl Pal;LDodS S;uawaLddns pus sa6eM ;o a;2J aLQe0LLd0e awl aD,AOJd JO Red LLL* PuE aLnpag3s a6PM awl paALaOGJ sty Jo IDeJluoogns awl ;ewl 6ULIS a/I2 1UawaleIS paL;L JaA a JO1C2J1u00 -qns JO JolO2Jluoo UDns 01 aPIAOJC LL2yS 'SaLnpawos ponSSL ALZUanDas -qns AU2 DUE aLnOag3S L2UL6LJO aUl ;C IdLaDaJ uodn 'J01D2J1JODgnS Sll JO JOIOEJ1Uo0 ;UaWanoJdWL ')LLgna a Aq pa6e6ua sJo;OeJluoOCns LLy (q) (E-OZZ uOLIODS aaS) M21 JOg21 awl ;O 9 aLOLJJy ;O UOL;2LOLA 2 Sl JoloeJluoOgns Jo J0102JI000 2 Aq SaLnpawDS asawl aPLAOJd of aunLL2; y SaLnpayDs pansSL ALluanbasgns Aue S2 LLaM Se 102J1uO0 HJOM OLLCnd awl Ul paL;Loads aLnpayos al2J a6eM 5ULLLenaud awl ;o Adoo a sJo;zeJluoo -qns JLawl o; aPLAOJd LLeys sJOIDeJluoognS JLaU; Jo SJO10eJIu00 LLy (2) ((p)a-OZZ UoLIOaS aaS) -1D2Jluo0 awl ;O SUOL130S UOLIeULWLJOSLp -LIUe awl ;0 SUOLILPUOD JO SwJal awl ;o u0L12LOLA ;uanbasqns AJe Jo puoDas e Jo; 'palLa;JO; aq AEw Japunauawl anp awooaq of Jo anp sAauow LLE DUB 'AILLedLOLunw Jo alelS awl Aq pa;BULWJal JO paLLaOU2D aQ Aew 10eJIUOD awl (p) ( (�)a-OZZ UOL10aS aaS) IDEJIUOD awl ;o SUOLSLAOJd 84I ;O uOLIBLOLA UL DeIePLWLlUL JO ISULE62 pal2ULWLJOSLp SEM uOSJad wons gOLgM 6ULJnp Aep J20uOL2O yDea JO; SJOLLOp Al;l; ;O AILEuad a 102J1uOD awl Japun JolDeJlu00 awl 01 OLg2A2d lunowe awl WoJ; palonpap aq A2w aJaw1 (D) 'uoL6LLaJ Jo snlelS LVZLJBw '869 ;o asnuoaq ;UawAOLdwa ul UOLIEuLWLJOSLp S1LgLwoJd osLe Mel Slw6L8 uewnH awl :310N ((q)a -OZZ UOL108S aaS) U16LJO LPUOLleu JO XOS 'AILLLgeSLp 'JOLOO 'PaaJO 'aDBJ ;o lun000e uo aaAOLdwa Aue alepLwLluL JO ISUL252 aleULWLJOSLP 'Jauuew AUE u LLeys ';LByaq SIL uo 6ULJOE uosJad Aue Jou 'JoloeJluoogns 'JoloeJluOD ON (Q) ((P)a-OZz UOL10as aaS) saleLaJ IuawAOLdwe aq; yDLyM 01 �JoM awl WJo;JaC o; aLgELLEAE puE paL;LLenb SL oyM HJOA MaN ;o alelS awl ;o uazLJLO AUB ISULe6e al2ULWLJOSLp ULB LJO LEUOL12U JO XaS 'AILLLQeSLP 'JOLOO 'paaJo 'aDeJ ;o UOSRaJ AQ LLeyS ';LEwaq S;l UO 5UL10E uosJad Aue JOU 'Jo102Jluo Dgns 'JO10eJl000 ON (2) '9 (a-E-OZZ UOLIDaS aaS) 'XJOM IO2JI000 awl uo saDLluaudde Aue 5utsn 01 JOLA 'UOL10nJlSuoD ;o eaie sq; JO; sal2J luaw -aLddns DUE a62M Put SOLIBJ al2LJdOJd6B awl ;o se LLaM Se saDLluaJdde pue WBJ60ud S I l ;o UOL l2JIS L6aJ ;o aDUaPLAa U01IL JM USLuJn; Ol paJLnbaJ aq LLLM JOZDeJ;UOD -Cis JO J0108J1UOD awl 'pawuo;Jad ALLenIOB lJOM ;O UOLIeOL1LSS2L0 LanaL-AauJnOC ay/ JG; aluJ luawaLCOnS DUE abets 5ULLL2AaJd awl PapLAOJd JO pled aq LLeyS 'aAOg2 se DaJa1S16aJ IOU Si oyM aaAOLdwa AUd weJ6oJC paJaISL68J awl Jaoun qoC Aue JO ODJO; 4J0,4 SIL 01 Se Jc;0eJl000 awl o; pal'+LWJad OLleJ awl uew; JaleaJ5 ac IOU LL2US OL12OL;LSSeL3 1;2J0 AUE U. 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AEw wOLJM njS A;JeC 2 SL ME', 01 -EnSJ'C Da;ULOCOE UJLS5LWWC7 e JO UU i JCJJ_ ' ec.7.JnW 2 l.Jl:2.OdJ07 .'.;�JaC 7L 7-1d 2 31?;j d �-LUM O1 :n2JI000 —0- INTRCOL; TION: Below are the mayor provisions of the Labor Law covering workers on public work projects. HOURS: A laborer, worker or mechanic is permitted to work on a public work project no more than eight hours a day and no more than five days in a week, except in case of extraordinary emergency such as fire, flood or danger to life or property. You may apply to the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular public work project. WAGES AND SUPPLEMENTS: The wages and supplements to be paid and provided for laborers, workers and mechanics employed on a public work project Shall be not less than those listed in the current prevailing rate Schedule for the locality where the work is performed. If a prevailing rate schedule for the project has not been provided to the prime contractor by the department of jurisdiction ( i .e. ,the governmental entity awarding the public work contract) , or to a subcontractor by the prime contractor, the applicable schedule must be obtained from the Department of Jurisdiction, who must make written application to the Bureau of Public Work, Labor Department, Building No. 12. State Office Building Campus, Albany, New York 122240. The prime contractor is responsible for any underpayments of prevailing wages or supplements by its subcontractors. PAYROLL RECORDS: Every contractor and subcontractor must keep originals or transcripts of payroll records, showing for each person employed on public work, the following: 1.Name, 2.Address and phone number, 3.Social Security number, 4.Occupational classifications in which worked. S.Hourly wage rate paid, 6.Supplements provided, 7.Daily and weekly number of hours worked in each classification, B.Deductions made, 9. Actual wages paid, nnen payroll records are recuested by the Commissioner each payroll record must be affirmed as true under the penalties of perjury which means a notarized signature to that effect. Such records must be kept on the site of the work when the contractor or subcontractor does not maintain a regular place of business in New York State and the amount Of the contract exceeds 425,000. All other contractors and subcontractors must within five days after request produce at the work Site the orignal payrolls or transcripts. The original payrolls or trarscripts must be preserved for three years from the date of completion of the project. POSTING: The current prevailing rate schedule must be posted in a prominent and accessible place on the site of the public work project. PW19 (9-88) . . (Continued) NCT.C_ TO CONTRACTORS ,Contirjec) APPRENTICES: Employees cannot be paid apprentice rates if they are not individually registered under a program or agreement registered with the Commissioner of Labor. The contractor or subcontractor will be required to furnish written evidence of the registration of its program and apprentices and of the appropriate ratio. The allowable ratio of apprentices to journeymen in any craft classification can be no greater than the ratio permitted to the contractor or subcontractor as to its work force on any job under the registered program. An employee listed on a payroll as an apprentice, who is not registered as above, must be paid the prevailing journeymen's wage rate for that classification of work. WITHHOLDING OF PAYMENTS: When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract may be withheld from the prime contractor in a sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. INTEREST AND PENALTIES: If an underpayment of wages or supplements is found, interest must be added at the rate then in effect prescribed by the Superintendent of Banks pursuant to section 14-a of the banking law per annum from the date of underpayment to the date of the payment, and may also include the imposition of a civil penalty not to exceed 25% of the amount due. DEBARMENT: When final determinations have been made against a contractor or subcontractor in two instances within a six-year period determining that it willfully failed to pay or provide the prevailing rate of wages or supplements, such contractor or subcontractor will be ineligible to bid on or be awarded a public work contract for a period of five years from the second final determination. CRIMINAL SANCTIONS: Willful violations of the Prevailing Wage Law (Article 8 of the Labor Law) constitute a misdemeanor punishable by fine or imprisonment, or both. DISCRIMINATION: No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national origin, sex, disability or marital status. Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of employment or employment training centers. notices furnished by the State Division of Human Rights. POSTING OF OTHER NOTICES: Every employer providing workers' compensation insurance and disability benefits must post in a conspicuous place notices of such coverage in a form prescribed by the Workers' Compensation Board. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post notices furnished by the State Department of Labor. PW 19 (9-88) . . . docm: letter2b NOTICE c! NE" PREVA;�ING WAGE RATE PUB'_ICA'.ONS APPLICABLE TO ALL COUNTIES ( ) AS NOTED ON PREVAILING RATE SCHEDULES PAGES. The annual determination of the prevailing rates of wages and supplements for workers employed on public work projects throughout the state will be published on May 31St of each year. These new rates will be in effect July 1st thru June 30th. This new determination will supersede the original schedule or any prior issued annual determination It is the responsibility of the contracting agency or its agent to provide all prevailing rate schedules to contractors immediately upon receipt. Any rate change from a previously issued determination becomes effective July 1st, regardless of whether the new determination has been received by the contractor. When you review the schedule `or a particular occuoaticn, your attertion should be directed to the dates aoeve the column of rates. These are the dates that additional adjustments become effective. PW-202 (5-90) docm: letterd aZJallaL :WOOD (99-9) EOZ - 'Ad aDLluaJdde UQ Ss LenpLALPUI Aug ;O UOL1eJZSL6aJ au', ;o ;ooJd 0ALsnLOuoo lou aJe swJo; alels ;O SaLOOD �O spJeO UotleOl;LluaPL 'SPJaO laLLeM ;0 uolssassod Jo aoualstxs ayl 'auowJaylJnj waJ6oJd leyl ut paJalsi5ei SI LenpLALpuL Aug ley; ;ooJd 8ALSnLDuO3 ;cu Sl WBJ50JO dLySa011uaJdda PaJOISl6aJ s 40 aOualslxa ayl leyl Palou aq PLnogs lI .UOl1eWJO;UI U011eJlSL6aJ 0AtsnLSuOO aptAOJd URO AuegLV aplslno SODL;;O 6uluteJl aOLluaJddV ala1S Jou LeJapaj JayllaN .aOI;;O LUJluaO 6uLuLeJl 0OLluauddV AuggLV ayl wOJ; UOLIeOL;LJaA UOZ;LJM SL UOl1eJ1SL6aJ aOtlu0Jdds LenPLALPUI ;0 ;ooJd aALsnLOuOO ALuO ayl uolZVJlSL60J ayl 6ULPJV6aJ uotlewJO;UL 1JauLIJad JagZO OPLAOJd LLLM 'OS ;L pus 'P8Ja1SL6aJ Si LenPLALPUL ayl lou JO JaylayM alaOlpUl LLIM aSUOdSaJ ayl '6Ul1lJM Ul POJOmsue aq LLIM Due Jaqwnu AlLJnOas LelOos pus awau apnLOut lI—M SaLJlnbuL L L V OVZZL XJOA MON 'AuggLV 'sndwe0 6uLPLing aOL;;O al21S 'EZZ woos 'ZL 6ULPLLng 'UOIStALd 6uLuLeJl Pug OOLAJOS gor .'Joqui ;o luawlJsdaO alels JOA MaN 'luRILnsuoo luawAOLdw3 JOIuOS ayl 01 alLJM PLnoys LerDLALPUL Aue ;0 UOL;UJ;Sl60J a011uaJdde ayl A;LJaA of 6ul14SLM SUOSJa:! aOt;;O LeJ1uaO 6ULUL2Jl aDtluaJddV AuegLV ayl y6nOJgl AINu aLgeLleAe Sl Pug DaZLJalndwoO Sl UOl1eWJO;UL Slyl .elep Pal2LaJ Jaylo Out '6ULULeJ1 ;o alep 6uL1JelS 'Jaqwnu AIIJnOOS LeLOOS 'ssaJppe 'aweu Aq Pa.:alSL6aJ ALLenptAlpUl aJe alelS MJOA .MaN ul SaOLluaJddg PaJalsl60J LLV saJnpaooud alelS MJOA MaN A;IJeLO 01 JapJo uL PaPLAoud SI uoLlewJO;UL 6uLMOLLO; ayl 'SUOLlsJ;SL68J a011uaudde LenpLALPut ;o uolleOL. ;IJaA 6uLlsenbaJ saLlJed palsaJalut Jaylo pug 'SJOJOSJIU03 'SaLDUa6V alelS Pug LeJapaj wOJ; slsanbaJ ;o spaJpuny SaAtaOaJ AUegLV UL aDt;;O LeJluOD 6ulULeJl aDLluaJdde ayl JeaA yOe3 .alelS (JOA MaN UL S80LluaJdds SJaISL6aJ 80L;10 JO AOua6V alelS JO LeJapaj JaylO ON alelS MJOA MaN ul SaOLlusidde Jo; Aoua6s UOL1eJISL6aJ LeLOL;;o ayl SL luawlueda0 Jogej a1eIS MJOA MaN ayl .>JOM DLLgnd uO SaleJ dtysaOLlUaJdde PtEd aq 01 JapJo uL yOns Se POJalSL6aJ ALLenpIALPUI aq lsnw SaoLluaJdde leyl aJlnbei sMel Leuapaj pus alel5 ulelJao --. :_....cid^ ..., ._"_.`__.`-` - - •. _. _� Bureau of Publlc *orK _ ,,�• State Office Building Campus Albany, NY 12240 T/0 MAMARONECK Schedule Type COMPLETE OB Date 04/02/93 TRI TECH GROUP 11 FARMINGDALE ROAD Prevailing Rate Case No. 9302493 05 PROJECT ID M: NONE WEST BABYLON NY 11704 HOMMOCKS PARK APARTMENTS 1361 BOSTON POST ROAD WESTCHESTER COUNTY AGY. OF JURIS. : TOWN NAT. OF PROJECT: NEW BUILDING Coppies of the wage and supplement schedule for the Public Work protect identified above are enclosed herewith. Sec.220.3a of the Labor Law requires that certain information be furnished to the Commissioner of Labor. Accordingly, you MUST complete ONE of these requests for EACH prime contract let immediately upon notifying a successful bidder for this Public Work project. Photocopy as many blank forms as required to supply one for each contractor. Return this request to the address given above ❑ P-cject CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, new rates and S:;Pplements will be requested. ❑ CONTRACT AWARDED: (check one and indicate date of first legal instrument which bound agency to contract.) ❑Letter of Intent ❑Contract Signed ❑Resolution Work to be done by this prime contractor: Type of Contract: CHECK APPLICABLE TYPE (01) General Construction (02) Heating/Ventilation ❑(03) Electrical (04) Plumbing ❑(05) Other Contractor Information: ALL INFORMATION MUST BE SUPPLIED Federal Employer Identification Number: Name: Address: City: State: Zip: Amount of Contract Approximate Starting Date: Approximate Completion Date: / Estimated Date Entire Project Will be Completed: CONTRACTS NOT YET AWARDED Type of Contract (Check all applicable contract types) (01; General Construction (02) Heating/Ventilation ❑(03) Electrical (04) Plumbing (05) Other Signature Date PA-16 1'-911 bureau �° �u^i;.. `I.,,rk State Office buuding Campus Albany, NY 12240 T/0 MAMARONECK Schedule Type COMPLETE OB Date 04/02/93 TRI TECH GROUP 11 FARMINGDALE ROAD Prevailing Rate Case No. 9302493 05 PROJECT ID #: NONE WEST BABYLON NY 11704 HOMMOCKS PARK APARTMENTS 1361 BOSTON POST ROAD WESTCHESTER COUNTY AGY. OF JURIS. : TOWN NAT. OF PROJECT: NEW BUILDING Copies of the wage and supplement schedule for the Public Work project identified above are enclosed herewith. Sec.220.3a of the Labor Law requires that certain information be furnished to the Commissioner of Labor. Accordingly, you MUST complete ONE of these requests for EACH prime contract let immediately upon notifying a successful bidder for this Public Work project. Photocopy as many blank forms as required to Suoply one for each contractor. Return this request to the address given above ❑ Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, new rates and supplements will be requested. ❑ CONTRACT AWARDED: (check one and indicate date of first legal instrument which bound agency to contract.) ❑'Letter of Intent ❑Contract Signed ❑Resolution Work to be done by this prime contractor: Type of Contract: CHECK APPLICABLE TYPE (01) General Construction (02) Heating/Ventilation ❑(03) Electrical (04) Plumbing ❑(05) Other Contractor Information: ALL INFORMATION MUST BE SUPPLIED Federal Employer Identification Number. Name: Address: City: State: Zip: Amount of Contract Approximate Starting Date: Approximate Completion Date: / / Estimated Date Entire Project Will be Completed: CONTRACTS NOT YET AWARDED Type of Contract (Check all applicable contract types) (0') General Construction (02) Heating/Ventilation ❑(03) Electrical (04) Plumbing ❑(05) Other Signature Date =w-16 P-:I) L Bur3au of Puei(c WorF (• State Office Building Campus Albany, NY 12240 T/0 MAMARONECK Schedule Type COMPLETE OB Date 04/02/93 TRI TECH GROUP 11 FARMINGDALE ROAD Prevailing Rate Case No. 9302493 05 PROJECT ID n: NONE WEST BABYLON NY 11704 HOMMOCKS PARK APARTMENTS 1361 BOSTON POST ROAD WESTCHESTER COUNTY AGY. OF JURIS. : TOWN NAT. OF PROJECT: NEW BUILDING Copies of the wage and supplement schedule for the Public Work pro1'ect identified above are enclosed herewith. Sec.220.3a of the Labor Law requires that certain information be furnished to the Commissioner of Labor. Accordingly, you MUST complete ONE of these requests for EACH prime contract let immediately upon notifying a successful bidder for this Public Werk project. Photocopy as many blank forms as required to supply one for each contractor. Return this request to the address given above ❑ Project CANCELLED. POSTPONED or assigned to agency's own employees. If reactivated, new rates and supplements will be requested. CONTRACT AWARDED: (check one and indicate date of first legal instrument which bound agency to contract.) ❑Letter of Intent []Contract Signed ❑Resolution Work to be done by this prime contractor: Type of Contract: CHECK APPLICABLE TYPE (�(01) General Construction ❑(02) Heating/Ventilation ❑(03) Electrical U(04) Plumbing (05) Other Contractor Information: ALL INFORMATION MUST BE SUPPLIED Federal Employer Identification Number: Name: Address: City: State: Zip: Amount of Contract Approximate Starting Date: / Approximate Completion Date: i Estimated Date Entire Project Will be Completed: CONTRACTS NOT YET AWARDED Type of Contract (Check all applicable contract types) 1(01) General Construction ❑(02) Heating/Ventilation ❑(C31 Electrical Ll(04) Plumbing (05) Other Signature Date Pw-16 (1-91) BureaL of -�Lchc .�• State Office Bu iding '.ampus l�. Albany, NY 12240 T/0 MAMARONECK Schedule Type COMPLETE OB I Date 04/02/93 TRI TECH GROUP 11 FARMINGDALE ROAD Prevailing Rate Case No. 9302493 05 PROJECT ID #: NONE WEST BABYLON NY 11704 HOMMOCKS PARK APARTMENTS 1361 BOSTON POST ROAD WESTCHESTER COUNTY AGY. OF JURIS. : TOWN NAT. OF PROJECT: NEW BUILDING Coppies of the wage and supplement schedule for the Public Work ppro ect identified above are enclosed herewith. Sec.220.3a of the Labor Law requires that certain information be furni4h to the Commissioner of Labor. Accordingly, you MUST complete ONE of these 'requests for EACH prime contract let immediately upon notifying a successful bidder for this Public Work project. Photocopy as many blank forms as required to supply one for each contractor. Return this request to the address given above ❑ Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, new rates and supplements will be requested. ❑ CONTRACT AWARDED: (check one and indicate date of first legal instrument which bound agency to contract.) ❑Letter of Intent []Contract Signed ❑Resolution Work to be done by this prime contractor: Type of Contract: CHECK APPLICABLE TYPE (01) General Construction (02) Heating/Ventilation ❑(03) Electrical (04) Plumbing 8(05) Other Contractor Information: ALL INFORMATION MUST BE SUPPLIED Federal Employer Identification Number: Name: Address: City: State: Zip: Amount of Contract Approximate Starting Date: Approximate Completion Date: Estimated Date Entire Project Will be Completed: CONTRACTS NOT YET AWARDED Type of Contract (Check all applicable contract types) (01) General Construction (02� Heating/Ventilation ❑(03) Electrical (04) Plumbing 8(051 Other Signature Date Pw-16 (1-31) Puollshed -C3iC3/73 WESTCHESTER COUNTY Page 1 PREVAILING RATE SCHEDULE INFORMATION The information listed below is provided to assist you in the interpretation of particular requirements, for each classification of worker, contained in the attached Schedule of Prevailing Rates. Paid Holidays Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. Note: If an employee works on a day listed as a paid holiday, this remuneration is in addition to payment of the required prevailing rate for the work actually performed. Holiday Pay Holiday pay is the premium pay that is required for work performed on the holidays contained in the negotiated agreement used to establish a prevailing rate. Holiday pay is only applicable where an employee actually performs work on such days. The required rate of pay for covered holidays can be found in the Overtime Pay section listed for each classification. Not all of The holidays on which, if worked, a premium rate of pay is required are listed in the attached schedule. If you have any questions or need additional information concerning this requirement, please contact the Bureau of Public Work at the number listed below. Supplemental Benefits Particular attention should be given to the supplemental benefit requirements. Although in most cases the payment or provision of supplements is for each hour worked, some classifications require the payment or provision of supplements for each hour paid (this may include paid holidays on which no work is performed) and/or may require supplements to be paid or provided at a premium rate for premium hours worked. Effective Da*.es When you review the schedule for a particular trade or occupation, your attention should be directed to the dates above the column(s) of rates. These are the dates that any adjustments become e°fective. However, if the last date listed in a particu'ar occupation is prior to June 30 cf the current year, the rate listed fer that time period is valid until h e new annual determination taxes effect on July 1 of that year. All contractors and subcontractors are required to pay the current prevailing rates of wages and supplements and, if the department of jurisdiction does not provide a copy of the current annual determination on or before July 1, you Should contact the Bureau of Public Work for the correct information. If you have any questions concerning the attached schedule or would like additional information, please contact the BUREAU of PUBLIC WORK at (518) 457-5589 or write to the NEW YORK STATE DEPARTMENT of LABOR, BUREAU of PUBLIC WORK, BUILDING 12. STATE OFFICE BUILDING CAMPUS, ALBANY, NEW YORK, 12240. (7/01/92) c ..G R State Of New York Case NumDer Bureau of Department of Labor Public Work 9302493 10b-7/01/92 thru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 2 OVERTIME Following is an explanation of the code(s) listed in the OVERTIME section of each classification contained in the attached schedule Additional requirements may also be listed in the OVERTIME section. ( A ) Time and one half of the hourly rate after 7 hours per day. ( AA ) Time and one half of the hourly rate after 7 and one half hours per day. ( B ) Time and one half of the hourly rate after 8 hours per cay. ( B1) Time and one half of the hourly rate for the 9th. 8 10th. hours Week days and the 1st. 8 hours on Saturday. Double the hourly rate for all additional hours. ( C ) Double the hourly rate after 7 hours per day. ( CC) Double the hourly rate after 7 and one half hours per day, ( C1) Double the hourly rate after 7 and one half hours per day. ( D ) Double the hourly rate after 8 hours per day. ( D1) Double the hourly rate after 9 hours per day ( E ) Time and one half of the hourly rate on Saturday. ( E1) Time and one half 1st 4 hours on Saturday double the hourly rate all additional Saturday hours. ( E2) Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather. ( E3) Between Nov. 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that weekdue to inclement weather, provioed a given employee has worked between 16 and 32 hours that week. ( E4) Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather ( F ) Time and one half of the hourly rate on Saturday and Sunday. ( G ) Time and one half of the hourly rate on Saturday and Holidays. ( H ) Time and one half of the hourly rate on Saturcay. Sunday and HoIiCays. ( ? ) Time and one half of the hourly rate on Sunday. ( J ) Time and one half of the hourly rate on Sunday and Holidays. ( K ) Time and one half of the hourly rate on Holidays. ( L ) Double the hourly rate on Saturday. ( M ) Double the hourly rate on Saturday and Sunday. ( N ) Double the hourly rate on Saturday and Holidays. ( 0 ) Double the hourly rate on Saturday, Sunday and Holidays. ( P ) Douole the hourly rate on Sunday. ( C ) Double the hourly rate on Sunday and Holidays. ( R ) Double the hourly rate on Holidays ( S ) Two and one half times the hourly rate for Holidays, if worked. • ( T ) Triple the hourly rate for Holidays, if worked. ( U ) Four times the hourly rate for Holidays, if worked. ( V ) Incluing benefits at SAME PREMIUM as shown for overtime. ( W ) Time and one half for benefit on all overtime hours. NOTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted HOLIDAYS Following is an explanation of the code(s) listed in the HOLIDAv section of each classification contained in the attached schedule. The Holidays as listed below are to be paic at the wage rates at whic^ the employee is normally classified. ( 1 ) None ( 2 ) Labor Day ( 3 ) Memorial Day and Labor Day. ( 4 ) Memorial Day and July 4th. ( 5 ) Memorial Day, July 4th and Labor Day. ( 6 ) New Years Day, Thanksgiving Day and Christmas Day. ( 7 ) Lincoln's Birthday, Washington's Birthday and Veterans Day. ( 8 ) Good Friday. ( 9 ) Lincoln's Birthday. ( t0 ) Washington' s Birthday. ( 11 ) Columbus Day. ( 12 ) Election Day. ( 13 ) Presidential Election Day. ( 14 ) 1/2 Day on Presidential Election Day. ( 15 ) Veteran's Day. ( 16 ) Day after Thanksgiving Day. ( 17 ) July 4th ( 18 ) 1/2 Day before Christmas Day. ( 19 ) 1/2 Day before New Years Day. ( 20 ) Thanksgiving Day ( 21 ) New Years Day. ( 22 ) Christmas Day. ( 23 ) Day before Christmas. ( 24 ) Day before New Years Day ( 25 ) Presidents Day. ( 26 ) Martin Luther King, Jr. Day. (7/01/91) OVERTIME and HOLIDAY REQUIREMENTS Cc- 92 :nr 6/3C -3 Pu--'ishea -03/C3/93 WESTCHESTER COUNTY Page 3 ASBESTOS WORKER WA (per hour) 7/01/92- 6/30/93 Asbestos Worker. . . . . . . . . . . . . $ 24.40 OVERTIME PAY: See (A,E,0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity. $ 14.04 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-91 WA S(per hour) 6/01/90- 5/31/91 Asbestos Worker Removal 8 Abatement Only. . . . . $ 21.75 OVERTIME PAY: See (B.E,0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS: (per hour worked) Benefits- Health/Welfare, Annuity and Training. $4.70 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-201west E01: ERM4h;ER WAGES(per hour) 9/01/91- 9/C1/92- 8/31/92 8/31/93 Boilermaker. . . . . . . . . . $ 28.50 30.00 OVERTIME PAY: See ( C,0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 8,16,23,24) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) ( 1 - 10 ) A"REN TILES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 's: 2nd. 3rd cth 5th. 6th 7th Bt- 601. 65% 709. 75% 80% 659. 90: 959, SUPPLEMgNTAL SENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity $2.40 $2.40 plus 44% plus 47% of Wage of Wage Rate Rate Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-5 DRILLING Core Drilling See Operating Engineer Water Well Drilling See Operating Engineer State of New York Case Number Bureau of Department of Labor Public Work 9302493 10b-7/01/92 thru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 4 CARPENTER WAG S(per hour) 5/01/91 4/30/92 Building and Heavy/Highway: Carpenter. . . . . . . . . . . . $ 25.00 Concrete Forms. . . . . . . 25.00 Building OVERTIME PAY: See ( C,O,V ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. Hvy/Hwy OVERTIME PAY: See (B,F,V,T) on OVERTIME PAGE attached. PAID HOLIDAYS: See (2,4,6,7, 11, 12) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 5 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd. 4th. 5th. 6th 7th. 8th. 50% 55% 60% 65% 70% 75% 85% 90;: SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity. Journeyman $ 9.825 Apprs. except 4th year $ 4.925 Appr 4th year $ 9.825 Listed supplements apply to ALL classifications ( X )Yes ( )No. 8-WDC ------------------------------ WAGE (per hour) 7/01/92- 6/30/93 Building: Millwright. . . . . . . . . . . 23.79 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. is, 2nd. 3rd. 4th, 55: 6514 75% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Annuity, Apprentice Training, Scholarship and Vacation. $18.07 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-740 ------------------------------ Pub'.Isned -03/03/9? WESTCHESTER COUNTY Page 5 CARPENTER(cont) WA S(per hour) 7/01/92- 6/30/93 Carpet/Resilient Floor Coverer 26.66 OVERTIME PAY: On Bldg Projects See (C.0) on OVERTIME PAGE attached. OVERTIME PAY: On H/H Projects See (0,0) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 18, 19 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(5) to Journeymen (1-5) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd 3rd. 4th. 40% 50% 65% 80% SUPPLEMENTAL SENEFITS:(per hour worked) - See below. 8-2267 ------------------------------ WA (per hour) 7/01/90- 7/01/91- 7/01/92- 6/30/91 6/30/92 6/30/93 Piledriver. . . . . . . . . . . 24.66 25.66 26.66 Dockbuilcer. . . . . . . . . . 24.66 25.66 26.66 OVERTIME PAY: See ( D. 0 ) on OVERTIME PAGE attached. PAID HC_IDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1 2nd. 3rd 4•h. 4,-:. 50% 655: 80% SU?PLEME'TA'- SENE=ITS'(per hour worke-- - Sae below. 8-145E ------------------------------ WAG S(per hour) 7/01/90- 7/01/91- 7/C'/92 6/30/91 6/30/92 6/;0/93 Marine Construction: Marine Diver. . . . . . . . .S 29.49 30.77 32.05 Tender. . . . 22.73 23.62 24.51 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked - See below. 8-1456/0 ------------------------------ State of New York Case Numoer Bureau of Department of Labor Public Work 9302493 10b-7/01/92 thru 6/30/S3 Published -03/03/93 WESTCHESTER COUNTY Page 6 Carpenter (cont) The following Supplemental Benefits apply to the preceding Carpenter categories and/or occupational titles unless otherwise noted. SUPPLEMENTAL SENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Annuity, Apprentice Training, Vacation, and Scholarship. Journeyman $13.50 Apprentices $9.91 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-nyc/Supp ELEVATOR CONSTRUCTOR In the towns of Bedford, Cortland, Lewisboro, Mt. Kisko, North Salem, Pound Ridge, Somers and Yorktown. WA (per hour) 6/01/92- Elevator Constructor. . .$ 26.43 ' Helper. . 18.50 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5, 6, 16 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training and Vacation. $6. 12 plus 6„ of Wage Listed supplements apply to A" classifications ( x )Yes ( )No. 1-138 ------------------------------ In the remainder of County. WAGES (per hour) 7/01/92- 6/30/93 Elevator Constructor. . .$ 27.77 Helper over 600 hrs. 20.83 up to 600 hrs. 13.885 Elev. Modzatn 8 Service 24.21 Helper over 600 hrs. 18. 16 " up to 600 hrs. 13.885 OVERTIME PAY:CONSTR.See ( C,M,T ) on OVERTIME PAGE attached. OVERTIME PAY:MODERN./Serv. See ( B,F,S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6,7,11, 16) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Education, Annuity and Vacation. Construction $ 8.77 plus 4: of Wage Modern./Service $ 8.62 plus 4: of Wage Listed supplements apply to A� classifications ( X )Yes ( )No. 8-1 9Y-9 ON( ) SaA( X ) SUOL;83L;tSSBIo 77y of ALddB SluawaLddns Pa'ISLI SL'9 S ;o " a6BM SnLd gg'L $ SaoiluaJddV E9'Zt$ uewAauuno(' dLUSJeLouoS PUB A;LnuuV 'UOLIBDVA '5ULULBJL aoLluaJddV 'uO Ouad 'aJe;LaM/UlLeaH -SIL;auag (Pam JOM Jno4 Jad): LI33N313 7VLN3n dd %99 :SL °LOS PJE •a6eM s,uewAauunor ;o a6e1uaoJad 6uLmO LLo a T 1 l ; U1 le swual JeaA ( l ) ilN 8ddv ( g - L ) uawAau-ino(' of (s)ao(luaJddy :0 Lva 3-113vMO-17V •Pa43211e 39Vd AVOIIOH uo ( L ) aaS : AV i H C3IVd ALUO UOLZ232A g AlLnuuV. PaUoellB 39Vd 304II63n0 uo ( ,A '0 '0 ) aaS :AVC 3M L63n0 JL4 Jad SO'Z J4 Jed 06•L L2uOLjLPPV Leuotl�PPV S6 ZZ . . .(6ULOJ0;ukay g aJLM Pooh) JaUle1 E6/OE/9 Z6/0E/9 LS/OE/9 -Z6/LO/L -t6/0/L -06/t0/L (Jno4 Jad)S 9vM 2! HLV LOS-9 'ON( ) SOA( x ) SUOLJVDI;iSSBLo 7rV of ALdde SluawaLddns Pa1SLI 69't$ 69'L$ SnLd snLO a6eM ;o a6eM ;o A 9E »Z/t gE 'pun:! AlLJnoaS pue punct l�;auag S6uiAeS '5ULULMJ1 aoLZUaJOCy 'puna dLgSJeLO40S 'pUr.= !;;auag •oaL3 Leuo:IeN 'UOiSuad 'aJe;LaM U;LeaH -s1:;auag (paMJoM Jno4 Jad) :SL!33N38 IVlN3M21ddnS OL '°OL +09 L09 °e05 °:OS 11:09 :OC *.OE °o0E 4 10L Ul6 419 UlL 419 UIS Ulti PJE Pu L a6eM s,uewAauJnor ;o a6eluaoJad 6u:MOLLO; a4! le Swual JeaA ( Z/L ( L - E ) ( 9 - Z ) ( L - ) uaa.Aauinor of (s)aoiluauddv .0 lib 378'.M011y pa43e11e 39Vd AVOIIOH UO ( L ) aaS :SAVOI ,OH Oyd Pavoelle 39Vd 3YWIl83AO UO ( 0 '3 'V ) aaS :AVd Dilid3n0 LO'LZ 9ti'SZ " or JaAO „JOM LS'9Z 96*VZ E6/60/L Z6/OL/L -Z6/LL/L -L6/LZ/L (Jno4 Jad) 3 vM N7iJId10� L90L-9 ON( ) SOA( x ; SU011eol;issetz Ty of ALdds SluawaLddns POISil LL 'ZL$ AlinuuV PUB uo)leoBA '5ULUL2J1 aoLluaJddV 'UOLSuad 'aJB;LaM/UlLeaH -SIL;auag (PaHJoM Jno4 J8d):S.LI:s3N313 1ViN3h3lddns pa4oelle 39Vd AVOI10H UO ( L ) aaS :SAVC3110H C117d pa4oe11B 39Vd 3WIJU3n0 UO ( n '0 '0 ) aaS :AVd 3r1 lb J4 Jed OL 'L J4 Jed OL 'L LBUOLILPPV LeuoiiLPPV OZ'YZ $ . . . . . . .JaLZRL9 E6/OE/9 Z6/LE/ZL Z6/0E/9 -E6/LO/L -Z6/LO/L -Z6/LO/L (JnoU Jad)S vM 63 ZdV ALNnOO 631S3H0�S3M E;/EO/EO- PausLLOnd iOE/4 rJUl Zo/LO"-ort - iJ Rr - -- E -_ -__ `C-: - - _ State of New Yor« Case Number Bu-eau of Department of Labor Puclic Work 9302493 10b-7/01/92 thru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 8 TELEPHONE Rates below are for telephone work up to Point of Demarcation. Point of Demarcation is defined as the point of interconnection between customer provided equipment and telephone company provided facilities. WA (per hour) 8/07/88- / / Telephone System Technician/Cable Splicing Starting. . . . . . . . . . 6.90 After 6 mos. . . . . . . 7.59 12 mos. . . . . . . 8.33 " 18 mos. . . . . . . _ 9. 18 " 24 mos. . . . . . . 10.09 30 mos. . . . . . . 11.08 " 36 mos. . . . . . . 12.20 42 mos. . . . . . . 13.40 48 mos. . . . . . . 14.74 " 54 mos. . . . . . . 16.20 " 60 mos. . . . . . . 17.83 Cable Splicing Technician Helper Start. . . . . . . . . . . . . . . . . 6.08 After 6 mos. . . . . . . . . . 6.68 12 mos. . . . . . . . . . 7.33 " 18 mos. . . . . . . . . . 8.06 24 mos. . . . . . . . . . 8.85 30 mos. . . . . . . . . . 9.74 ` 36 mos. . . . . . . . . . 10.71 42 mos. . . . . . . . . . 11.78 48 mos. . . . . . . . . . 12.94 Service Technician Starting. . . . . . . . . . 6.90 After 6 mos. . . . . . . 7.58 " 12 mos. . . . . . . 8.33 18 mos. . . . . . . 9. 15 24 mos. . . . . . . 10.05 30 mos. . . . . . . 11.05 35 mos. . . . . . . 12 14 " 42 mos. . . . . . . 13.35 48 mos. . . . . . . 14.66 " 54 mos. . . . . . . 16. 13 60 mos. . . . . . . 17.74 OVERTIME PAY: See ( l on OVERTIME PAGE attached. PAID HOLIDAYS: See ( ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( ) APPRENTICES: (None ) SUPPLEMENTAL BENEFITS: (per hour worked) Benefits- Health/Welfare, Pension, Savings/Security and Income Protect. Fund. 14% of wage Listed supplements apply to A" classifications ( )Yes ( )No. nytele/ns -------------'---------------- 93L2-;_ Cb- iL9Z :hru 512Q93 Puol,sned -03/03/93 WESTCHESTER COUNTY Page 9 TELEPHONE(cont) Rates listed below are for installation of customer provided telephone equipment from point of demarcation. WAG S(per hour) 5/27/90- 5/26/91- 5/25/91 Telephone System Technician Starting. . . . . . . . . . 6.88 7.03 After 6 mos. . . . . . . 7.61 7.77 12 mos. . . . . . . 8.40 8.58 18 mos. . . . . . . 9.26 9.48 " 24 mos. . . . . . . 10.26 10.48 30 mos. . . . . . . 11 .32 11.58 36 mos. . . . . . . 12.51 12.80 42 mos. . . . . . . 13.82 14. 13 " 48 mos. . . . . . . 15.27 15.61 " 54 mos. . . . . . . 16.87 17.25 " 60 mos. . . . . . . 18.63 19.06 Technician Asst. Start. . . . . . . . . . . . . . . . . 6.38 6.52 After 6 mos. . . . . . . . . . 7.01 7. 16 12 mos. . . . . . . . . . 7.70 7.86 " 18 mos. . . . . . . . . . 8.45 8.63 " 24 mos. . . . . . . . . . 9.27 9.48 30 mos. . . . . . . . . . 10.18 10.41 Senior Technician Starting . . . . . . . . . 6.88 7.03 After 6 mos. . . . . . . 7.65 7.81 12 mos . . . . . . 8.48 8.67 18 mos. . . . . . . 9.42 9.62 24 mos. . . . . . . 10.46 10.68 " 30 mos. . . . . . . 11.61 11.86 " 36 mos. . . . . . . 12.88 13. 17 " 42 mos. . . . . . . 14.31 14.62 48 mos. . . . . . . 15.88 16.23 56 mos. . . . . . . 17.63 16.02 60 mos. . . . . . . 19.57 20.00 Services Technician Start. . . . . . . . . . . . . . . . 6.88 7.03 After 6 mos. . . . . . . . . . 7.61 7.77 " 12 mos. . . . . . . . . . 8.40 8.58 18 mos. . . . . . . . . . 9.28 9.48 24 mos. . . . . . . . . . 10.26 10.48 " 30 mos. . . . . . . . . . 11.32 11.58 " 36 mos. . . . . . . . . . 12.51 12.80 " 42 mos. . . . . . . . . . 13.82 14. 13 48 mos. . . . . . . . . . 15.27 15.61 54 mos. . . . . . . . . . 16.21 16.57 OVERTIME PAY See (B,I,S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5,6,16 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS: (per hour worked) Benefits- Health/Welfare, Pension and Training. Full Time 8 Part Time Employees working 25 or more hours per work. 19.3„ of 19.3: of Part Time Employees wage wage 0 thru 16 hours 9.3% of 9.3% of wage wage 17 thru 24 hours 14.3% of 14 3% of wage wage Listed supplements apply to ALL classifications (X)Yes ( )No. att/ + State of "4ew VorK Case Numoe- Bu-eau of Deoartment of Labor Public Work 93C2493 lOb-7/01/92 thru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 10 LINEMAN WA (per hour) 5/04/92- 5/01/93 Lineman/Tech./welder 26.80 Cable Splicer. . . . . . . . . . 26.80 Groundsman Digging Mach 24. 12 Dynamite Man. . . . . . . . . . . 24. 12 Mobile Equip. Oper. . . . . 21.44 Chief Mechanic. . . . . . . . . 22.78 Mechanic lst Class. . . . 21.44 Groundman Truck Driver Tractor Trailer. . . 22.78 Groundman Truck Driver. 21.44 Groundman. . . . . . . . . . . . . . 20. 10 Flagman. . . . . . . . . . . . . . . . 12.06 Additional 1.00 per hour for crew on helicopter job Above rates apply on all overhead 8 underground distribution 8 maintence work Lineman/Tech. . . . . . . . . . . 26.99 Cable Splicer (pipe) . . . 29.69 Certified Welder (pipe) 28.34 Groundsman Digging Mach 24.29 Dynamite Man. . . . . . . . . . . 24.29 Mobile Equip. Oper. . . . . 21.59 Chief Mechanic. . . . . . . . . 22.94 Mechanic 1St Class. . . . 21.59 Groundman Truck Driver Tractor Trailer. . . 22.94 Grouncman Truck Driver. 21.59 Groundman. . . . . . . . . . . . . . 20.24 Flagman. . . . . . . . . . . . . . . . 12. 15 Additional 1.00 per hour for crew on helicopter job. Above rates apply to electrical overhead transmission line work, elec. substations, switching structures, pipe type cable installations, maintenance jobs or projects, railroad catenary install. 8 maint. , 3rd. rail install. , and the bonding of rails. ------------------------- OVERTIME PAY: For Pipe Type Projects See (D, 0, V) on OVERTIME PAGE attached. OVERTIME 13AY: For All Others See (B, E. 0, V) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6,8,13,25) on HOLIDAY PAGE attached plus Gov. Election Day. ALLOWABLE RATIO• Apprentice(s) to Journeymen (1-2)(2-4)(3-6) The following APPRENTICE Rates and the following SUPPLEMENTAL BENEFITS apply to all classifications catagories of CONSTRUCTION, TRANSMISSION and DISTRIBUTION. APPRENTICES: (1000 ) hour terms at the following percentage of Journeyman's wage. 1st 2nd. 3rd. 4th 5th 6th 7th 601. 65% 70% 75;: 801. 85. 907. SUPPLEMENTAL BENEFITS�(per Hour Paid) Benefits- Health/welfare, Pension, Apprentice Training and Safety Training S 5.00 'note plus 6 3/4 7 of wage NOTE(S) : Each employee in a helicoptor crew to receive S 1.00 above regularpay rate. (•) This amount to be paid at overtime rate for overtime hours worked. 6-1249awe ------------------------------ c /C 9z ;nrL, 0/30/93 Put)fished - 3!03.93 WESTCHESTER CCUNTY Page 11 LINEMAN (cont) On All Lighting and Traffic Signal Systems. WA S(per hour) 5/04/92- 5/01/93 Cert. Welder. . . 27.09 Crane/Line/Tech/Splic. . 25.80 Digging Mach./Dynamite. 23.22 Chief Mech./Trctor Trler 21.93 Mobile Equip.Oper./Truck Dr./ Mechanic 1st Class. . . 20.64 Groundman 3rd Yr. . . . . . . 19.35 2nd Yr. . . . . . 1 5.48 1st Yr. . . . . . . 11.61 Flagman. . . . . . . . . . . . . . . . 11.61 ------------------------- OVERTIME PAY: See (B, E. 0) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6,8,13,25 ) on HOLIDAY PAGE attached and Gov Election Day. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 2 ) 7ne following APPRENTICE Rates and the following SUPPLEMENTAL BENEFITS apply to all classifications catagories of CONSTRUCTION, TRANSMISSION and DISTRIBUTION. APPRENTICEES: (1000 ) hour terms at the following percentage of Journeyman's wage. 1st 2nd. 3rd 4th. 5th. 6th 7th 60;4 65% 70% 75„ 80% 851. 909: SUPPLEMENTAL BENEFITS: per Hour Worked. Benefits- Health/Welfare, Pension, Apprentice Training and Safety Training. $ 5.00 'Note plus 5 „ of wage NOTE(S) : Each employee in a helicoptor crew to receive $ 1 .00 above regularpay rate. (') This amount to be paid at overtime rate for overtime hours worked. 6-124904e State of New YbrK Case Number Bureau of Department of Labor Public Work 9302493 10b-7/01/92 thru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 12 IRONWORKER WA (per hour) 1/01/92- 7/01/92- 6/30/92 6/30/93 Structural. . . . . . . . . . . $ 23.50 Additional Riggers. . . . . . . . . . . . . . 23.50 2.45 Machinery Movers. . . . . . 23.50 per Erectors. . . . 23.50 hour OVERTIME PAY: See ( B, B1, 0, V ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 18, 19 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen (1-4)(2-8)(3-15) APPRENTICES: ( 1/2 ) year terms at the following wage. 1st. 2nd. 3rd 4th 5th. 6th 12.09 13. 19 13. 19 13.80 13.80 13.80 SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity. Journeyman $23.83 Apprentices $17.43 Listed supplements apply to ALL classifications ( X )Yes ( )No. 8-40/361VV ------------------------------ WA S(per hour) 1/01/92- 7/01/92- 6/30/92 6/30/93 Ornamental. . . . . . . . . . . 23.60 Additional Chain Link Fence. . . . . 23.60 2.00 per hr OVERTIME PAY: See ( C, 0, V ) on OVERTIME PAGE attached. PAID HOLT-DAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen (1-4)(2-11)(3-20) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th 60% 65% 70% 80% 85% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity. $16.80 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-580 ------------------------------ WA (per hour) 7/01/90- 7/01/91- 7/01/92- 6/30/91 6/30/92 6/30/93 Reinforcing. . . . . . . . . . 22.95 Additional Additional 1.90 per hr 2.05 per hr OVERTIME PAY: See ( C, 0, •V ) on OVERTIME PAGE attached. •V applies to Annuity 6 Vacation Only. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. lst. 2nd. 3rd. 50% 75% 851. SUPPLEMENTAL BENEFITS: (per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation, Annuity and Scholarship Fund. Journeyman $12.63 Apprentices $ 5.88 plus wage 1. of $ 6.75 Listed supplements apply to A, classifications ( X )Yes ( )No. 8-46 �11/9Z tr-u 6/3-1/93 Publisnea -03/03/93 wESTCHESTER COUNTY Page 13 LABORER Laborer (Building) : Eauipment Operators, Mason, Plasterer, Bricklayer and Steel Lather Tender, Laborers, Concrete Laborers, Form Tenders, Form Stripper, General Laborers, Scaffold Men, Mortar Mixers and Pipelayers, Asbestos/Toxic Removal on Bldgs. not being demolished. WAG (per hour) 5/01/91- 4/30/92 Laborer(Bldg) : All Classifications. $ 19.25 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/welfare, Pension, Vacation, Annuity and Education/Training. $ 9.95 Listed supplements apply to 6.LL classifications ( x )Yes ( )No. 6-IYBDC ------------------------------- WAGE (per hour) 12/01/89- 12/01/90- 12/01/91- 11/30/90 11/30/91 3/31/93 Blaster (Demolition) .$ 20.70 +1.50 per hr +1.51 per hr Barman, Burne-s. . . . . . . 19.50 +1.20 per hr +1.61 per hr Barmans Helper/laor. . . 19.30 +1.20 per hr +1.61 per hr Asbs/Toxic Removal- All Demolition Includ Bldg 20.80 +1. 10 per hr +1.26 per hr OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached. PAID HO_IDAYS: See (5,6,7,8, 11, 12) on HOLIDAY PAGE attacled. SUPPLEMENTLL 6ENE=ITS: (per hour wonted) Benefits- Health/Welfare, Pension, Legal, Annuity and Training. $ 4.60 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-60/1 ------------------------------ - - - _ .E:� __ .See N37:Zz- _-%2"_ State of New York Case Number Bureau of Department of Labor Public Wo-k 9302493 10p-7/01/92 thru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 14 LABORER (cont) Heavy/Higway Laborer: Group # 1: Blaster and Quarry Master. Group # 2: Burner, Drillers (Jumbo, Joy, Wagon, Air Track, Hydraulic) , Curb/Cont. Forms. and Asphalt Screeoman/Raker. Group # 3: Asphalt Curb Mach. Oper. , Pavement Breakers, Jeeper Operation, Power Saws, Jack Hammer, Pneumatic Tools (all) , Gas Driller, Gunite Worker, Railroad Spike puller, Sandblasting, Pipe layer, Power Buggy, Power Wheel Barrows and Concrete Saws. Group # 4: Concrete Labrs, Asph. Worker, Rock Sealer, Vibrator Oper. , Bit Grinder, Air Tamper, Form Pin Puller, Pumps, Epoxy/FVaterproofer, Fine Grade (Betweem Forms) Barco Rammer, Steel King. Group # 5: Drillers Helpers, Common Laborer, Trade Tenders, Sianal Person, Pit Person, Truck Spotter, Powder Person, Landscape/Nursery Person, Dump Person, Temp. Heat. Group # 6: Asbestos/Toxic Waste Laborer -All removal (Roads, Tunnels, Landfills etc. ) Group # 7: Flagperson. WAGES(per hour) 12/01/89- 12/01/90- 12/01/91- 11/30/90 11/30/91 3/31/93 Heavy/Highway Laborer: Group # 1 . . . . . . . . . . . . .$ 20.45 +1.50 per hr. +1.61 per hr. Group # 2. . . . . . . . . . . . . 19.35 +1.40 +1 .51 per hr. Group # 3. . . . . . . . . . . . . . 19.20 +1.25 +1 .41 per hr. Group # 4 . . . . . . . . . . . . 19.00 +1.20 +1 .31 per hr, Group # 5. . . . . . . . . . . . . . 18.80 +1. 10 +1.26 per hr. Group # 6 . . . . . . . . . . . . . 20.60 +1. 10 +1 .26 per hr. Group # 7. . . . . . . . . . . . . . 12.95 + .85 +1.01 per hr. OVERTIME PAY See ( B. E. Q ) on OVERTIME PAGE attached PAID HOLID=YS: See ( 5,6.7,8, 11, 12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Benefits- Health/Welfare, Pension, Legal, Annuity and Training. $ 4.60 Listed subblements apply to ALL classifications ( x )Yes ( )No. 8-60h/h r e a Ic 140-- 93GL<;- I '9Z trru 6,'30/9' F--olisnec -03/03/93 wESTCHESTER COUNTY Page 15 MASON/MARBLE/TILE/TERRAZZO WA S(per hour) 6/01/92- 5/31/93 Building: Bricklayer. . . . . . . . . . . . S 25.05 Cement Mason (Bldg) . . 25.05 Plasterer/Stone Mason. 25.05 Pointer/Caulker. . . . . . . 25.05 OVERTIME PAY: See ( C,M,R ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 5 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd 3rd, 4th, 5th 6th. 7th. 6th_ 50;: 55% 60% 65% 70% 751: BOX 65;: SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension and Apprentice Training. Journeyman $12.01 Appr 1st 8 2nd terms $ 6.20 All other Apprs $12.01 Listed supplements apply to ALL classifications (X)Yes ( )No. 1-44w WAG'c (per hour) 6/01/92- 5/31/93 Heavy/Highway: Bricklayer. . . . . . . . . . . . 25.55 Cement Mason. . . . . . . . . . 25.55 Marble/Stone Mason. . . . 25.55 Plasterer. . . . . . . . . . . 25.55 Pointer/Caulka.. . . . . . . 25.55 OVERTIME PAY: See ( B, 0 ) on OVER7:M: PAGE attached. PA:' HOLI_A1. See ( 5, 6, B, 9, 10, 11, 12, ,- ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 5 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st, 3rd. 4th. 5th. 6th. 7th. 8th. 501. 55% 60% 65% 70% 75% 80% 85% SUPPLEMENTAL SENEFITS:(per hour worked) Benefits- Health/Welfare, Pension and Apprentice Training. Journeyman $12.01 Appr 1st 8 2nd terms $ 6.20 All other Apprs $12.01 Listed supplements apply to ALL classifications (X)Yes ( )No. 1-44hw ------------------------------ State of New iorK Cas: Numbe- Bureau c` Debartment of Labor Puolic Mork 9302493 10b-7/01/92 tnru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 16 Mason (cont) WAGES(per hour) 7/01/92- 1/01/93- 7/01/93- 1/01/94 12/31'/92 6/30/93 12/31/93 6/30/94 Building: Marble Cutters 8 Setters. . . . . . . . . . . . .$ 27. 14 27.64 28. 14 26.64 OVERTIME PAY: See ( C. 0, V ) on OVERTIME PAGE attached. PAID HOLIDAY: Journeymen receive 4 hrs pay on Labor Day, Apprentices 1st three terms See (5,6,8,10,15 ) on HOLIDAY PAGE attached plus any day following a Thursday or Sunday Holiday. All other Apprentices See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. let 2nd. 3rd. 4th. 5th. 6th 50% 55;: 65% 70.. 801. 95% SUPPLEMENTAL BENEFITS:(pr hour worked) Benefits- Health/Welfare, Pension, Suppl . Unemployment Benefit, and Annuity, Journeyman $11.82 $12.40 $12.98 $13.55 Apprentices $ 5.58 plus $ 5.89 plus $ 5.89 plus $ 6.05 plus wage I. of wage % of wage of wage •' of $ 6.24 $ 6.51 $ 7.09 $ 7.50 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-4 ------------------------------ WAG=S(per hour) 1/01/92- 7/01/92- 1/01/93- 6/30:'92 12/31/92 6/30/93 Stone Setter. . . . . . . . . . $ 27.01 Additional Additional 1.35 per hr 1.35 per hr OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 18 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th 5th. 6th 7th. 8th. 50% 55% 60% 651- 70% BO% 90% 95:. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare. Pension, Security Benefit, Apprentice Training Vacation and Annuity. Journeyman $15.60 1st 8 2nd yr Apprs. $12.06 All other Apprs $15.60 Listed supplements apply to 6" classifications ( x )Yes ( )No. B-84 ------------------------------ WAGES(per hour) 1/01/92- 7/01/92- 1/01/93- 6/30/92 12/31/92 6/30/93 Derrickman/Rigger. . . . $ 26.25 Additional Additional 1.33 per hr 1 .33 per hr OVERTIME PAY: See ( C, 0, V ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPREN'ICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th 5th 6th. 50;. 60% 70% 80;. 90% 90% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity $16.60 Listed supplements apply to &L classifications ( x )Yes ( )No. 8-197 ------------------------------ _�D�G93 100-7/7 .. 9 ;nru 3& 9-- Puo.Isheo -03/03 93 WESTCHESTE; COUNTY Page 17 Mason (cont) WA S(per hour) 1/01/92- 7/01/92- 1/01/93- 7/01/93- 6/30/92 12/31/92 6/30/93 12/31/93 Marble-Riggers, Crane & Derrickman $ 24. 17 Additional Additional Additional .60 per hr 1. 15 per hr .70 per hr OVERTIME PAY: See ( C, 0, V ) on OVERTIME PAGE attached. PAID HOLIDAY: 1/2 Day for Labor Day. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Supplemental Unemployment and Annuity. $12.42 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-20 ------------------------------ WAGES(per hour) 1/01/92- 7/01/92- 1/01/93- 6/30/92 12/31/92 6/30/93 Building: Mosaic & Terrazzo Worker. . 24.79 Additional Additional Helper. . 23.48 1-00 per hr. 1.00 per hr OVERTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. Pte_,. HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SU°PLEMENTAL BENEFITS:(per hour worked) Eenefits- ^ealth/Welfare, Pension ane SUopl. Unemployment Benefit. $10.99 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-3 ------------------------------ WA (per hour) 4/27/92- 4/28/93- 4/27/93 4/27/94 Building: Tile Layer. . . . . . . . . . . . 24.91 Additional 2.00 per hr. OVERTIME PAY: See ( A. 0 ) on OVERTIME PAGE attached. PA:D HO'IDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 3 ) APPRcNTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th, 451: 501. 551. 601. 70% 80 SUPPLEMENTAL SENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Vacation and Annuity. $12.41 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-52 ------------------------------ Sate of New York Case '.umoer Bureau of Department of Laoor Puolic Work 9302493 100-7/01/92 thru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 18 Mason (cont) WA (per hour) 5/04/92- 5/03/93- 5/02/93 5/02/94 Building: Tile Layer Helper & Finisher. . . . . . .$ 22.45 23.70 OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Annuity and Vacation. $9.87 $10.09 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-88 ------------------------------ WAGES(per hour) 7/01/92- 6/30/93 Cutting Cleaner(Mason) S 28.85 Sandblasting(Mason) . . . 29.50 Pointer, Cleaner,& Caulker(Mason) . 28.85 OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWAB�-E RATIO: Apprentice(s) to Journeymen (1-1)(1-5) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1s'. 2nd. 3rd, 555. 705. 85% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Healtr./Welfare, Pension, Benefit Fund, Education and Annuity. Journeyman $12.92 Appr 1st year $10.32 Appr 2nd year $11. 17 Appr 3rd year $12.05 Listed supplements apply to ALL classifications (X)Yes ( )No. 4-66w __z;a--me-' _aC_ Put _ Ac- 93Cz _- '/Ci thr� 6/3C 9'- Pit!1 shed 'Pit!1shed -03/03/c3 MIESTCHESTER COUNTY Page '9 PAINTER WAG S(per hour) 5/01/92- 5/01/93- 5/01/94- 4/30/93 4030/94 4/30/95 Brush. Roller. . . . . . . .$ 23. 10 Additional Additional Scaffold, Sandblast. . . 26.40 .50 per hr 1.00 per hr Spray. . . . . . . . . . . . . . . . . 24. 10 Steel, Bridge. . . . . . . . . 26.40 Taper,Finisher. . . . . . . . 23.90 OVERTIME PAY: See ( A. H ) on OVERTIME PAGE attached. PAID HOLIDAY See ( 1 ) on HOLIDAY PAGE attachec. ALLOWABLE RA7I0: Apprentice(s) to Journeymen ( 1 - 8 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd. 4th Sth 6th 40% 45% 551. 651. 801. 801,. SUPPLEMENTAL SENEFITS:(per hour worked) Benefits- Health/helfare, Pension, Vacation., Annuity and Employee Asst. Journeyman S 7.42 Apprentices S 2.50 Listed supplements apply to 6" classifications ( X 'Yes ( )No. 8-20 ------------------------------ WA:jES(per hour) 4/01/92- 4/01/93- 3/31/93 3/31/94 Painter(Striping-Hignway etc. ): Stripino-Macnine Ooer.S 16.92 17.57 " helper. . . . . . . . . 15. 14 15.79 Linerman. . . . . . . . . . . . . . 17.44 18.09 OVEP-:M_ PAv See ( _ c,P,S ) on OVEFTIME PAGE attached. PAI: See ( =.6,8.10, 11,12,15, 16 ) on HOLIDAY PAGE attached. SUPP'_=MENTAL B=NEFI'S:(per hour worked) Benefits- Healtn/Welfare, Pension and Vacation. S .50 plus S .5C plus 24 % of 24% of wage wage Listed supplements apply to classifications ( x )Yes ( )No. 8-230 o�.�...---,:G RA 3C ED::_c ;See 1-7::_E =-.mac State of New York Case Number Bureau of Department of Labor PUDIIc (York 9302493 lOb-7/01/92 thru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 20 PLUMBER WA S(per hour) 7/01/91- 6/30/92 Plumber. . . . . . . . . . . . . . S 27.35 OVERTIME PAY: See ( C,E,O ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: (1/2) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th 5th 6th. 7th 8th. 9th 10th. 30% 351: 40% 40% 50% 50% 70% 70% 75% 75% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Training, Vacation and Annuity. $10.30 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-86+/DC12 ------------------------------ WAGES(per hour) 7/01/91- 6/30/92 Plumber - Jobbing and Alterations S 20.39 Jobbing and alteration work is any repair and/or replacement of present plumbing system that does not change existing roughing or water supply lines. OVER'IME PAY: See ( B,H ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RAT:O: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: (1/2) year terms at the following percentage of Journeyman's wage. .at. 2nd. 3rd. 4th. 5th 6th. 7th. 8th. 9th. 10th. 309: 3514 401- 40% 50% 50% 70% 70% 75% 75-- SUPPLEMENTAL 5»SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Vacation and Annuity. Benefits paid for 7 hours per day- 5 days per week and overtime hours. Journeyman S 8.01 Apprentices $ .86 plus 31 1/2 % of wage Listed supplements apply to A, classifications ( X )Yes ( )No. 8-12Job e._ _ 93C;L:93 tn.ru 6,3C/93 Published -03/03/93 WESTCHESTER COUNTY Page 21 ROOFER WAGES(per hour) 7/01/90- 7/01/91- 7/01/92- 1/01/93 6/30/91 6/30/92 12/31/92 6/30/93 Roofer. . . . . . . . . . . . . . . 4 21.73 22.08 22.43 22.88 Waterproofer. . . . . . . . . 21.73 22.08 22.43 22.88 OVERTIME PAY: See ( A, H ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen (1-1)(1-4) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. Inaentured before 7/01/90 1st. 2nd. 3rd. 4th 5th. 6th 50% 557. 60% 65: 704 75% Indentured 7/01/90 and After 1st 2nd. 3rd. 4th. 5th. 6th. 407: 401. 50% 50% 75% 75% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Annuity and Benefit Fund. Journeyman $11. 10 411.75 412.40 $12.95 Apprentices Wage 1: of Wage % of Wage : of Wage „ of $10.75 plus 411.40 plus $12.05 plus $12.60 plus $ .35 4 .35 S .35 $ .35 Listed supplements apply to ALL classifications ( X )Yes ( )No. 8-8s SHEETME74L WORKER WAGES(per hour) 7/01/92- 6/30/93 Sheetmetal Worker. . . . $ 23.00 Siding 8 Decking Speciality workers receive $16.40 in wages. Limited to 4 Speciali-y workers for each Full rate journeyman. OVERTIME PAY: Siding 8 Decking See (B,E,O ) on OVERTIME PAGE attached. OVERTIME PAY: All other work See ( A. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 3 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nC. 3rd. 4th. 5th. 6th. 7th 8th 407: 45% 50% 55: 60% 65% 701. 75: SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Benefit Fund, Vacation, Annuity and Scholarship Fund. Journeyman $15.27 Apprentices $ .63 plus wage % of $14.29 Siding/Deck Spec. S 8.42 Listed supplements apply to A" classifications (X)Yes ( )No. 8-38 State of New York Case Number Bureau of Department of Labor Public Work 9302493 10b-7/01/92 thru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 22 STEAMFITTER WA (per hour) 7/01/91- 7/01/92- 6/30/92 12/31/93 Steamfitter. . . . . . . . . . $ 26.92 Refrigeration/Air Conditioning 18.42 19. 15 OVERTIME PAY: Refrig/AC See (A,E,O) on OVERTIME PAGE attached. OVERTIME PAY: Others See ( C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: Refrig/AC See (5,6,10, 15) on HOLIDAY PAGE attached PAID HOLIDAY: Others See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. Refrigeration/Air conditioning 1st 2nd. 3rd. 4th 5th. 6th 7th. 8th 9th 10th 329. 48% 55% 559. 70% 709'. 8596 85: 901. 90% Others 1st. 2nd, 3rd. 4th. 5th, 6th. 7th. 8th. 9th, 10th 304 30;: 401: 409. 50: 509: 70% 70: 75„ 759: SUPPLEMENTAL BENEFITS:(per hour worked) . Benefits- Health/Welfare, Pension, Training, Vacation and Annuity. Refrig/Air Cond. $ 4.38 S 4.75 All other work 34 1/2% plus $ 1.44 Listed supplements apply to &L.L classifications (X)Yes ( )No 8-543 SIGN ERECTOR WA (per hour) 7/01/91- 6/30/92 Sign Erector. . . . . . . . . $ 22.05 OVERTIME PAY: See ( A, E, P. T ) on OVERTIME PAGE attached. PAID HOLIDAY: ( 5,6,10,11,12,16 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 4 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th 5th 6th 7th. 8th. 9th 10th 35: 40 45� SO*; 559. 60: 65: 70m 75% 80% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/welfare, Pension, Apprentice Training, Vacation, Annuity and Scholarsh Journeyman S 3.24 plus $24.00 per day plus 219: of wage. Appr 1st 8 2nd yrs S 2.79 plus 2. of wage Appr 3rd yr $ 2.04 plus $2.00 per day plus 17% of wage Appr 4th yr $ 2.04 plus $4.00 per day plus 19% of wage Appr 5th yr $ 2.04 plus $6.00 per day plus 19: of wage Listed supplements apply to 6.LL classifications ( X )Yes ( )No 6-137 OS699-L ON( ) SaA(X) SUOt;e:)L;0se(3 'i7'y o; ALdde sluawa(ddns Pa;sL-j EL L$ EC'L$ EC'LS EE 9$ SwJa; Jaulo LLE EL'7$ EO'-,$ EO 7S EE E$$ WJa; 4l7 nJ4l ISL Jal;e 8 L6/LO/7 ;uapuL saDL;uaJddV EL LS EO'L$ EO'LS EE'9$ l6/LO/7 of JoLJd ;uaPUL sa3LluauddV EL LS CO L$ EO'LS' EE'9$ uewAeuJnor AlLnuuV pua 6uLULeJ1 a�LluaJddV 'uO.LSuad 'aJey(aM/y;LEaH -slL;auag (paHJoM Jno4 Jad):Sl I 3 3 N 313 1 V1N3W ddnl 59 ':S9 .7L 1.99 ':Z9 .95 'LOS '157 °:L7 .9E 4 OL 4 16 4 le -4.L V 19 y;G 1417 P.Ac 'Pu L Jalje Jo L6/LO/7 paunluepul .S9 :09 .SL ':OL 1:99 1.09 .SS °LOS 'L L7 ':E7 %6E .SE Oi L41ZL UlLI 410L 416 U.8 41L t4 19 415 U17 P.JC PUZ 1 L L6/LO/7 0; JOLJd paJnluepuI .a6vm s,uewAauJnor ;o a6a;uaoJad 6ULmOILOj aul le Swual JeaA ( Z/L) :S 1N Lldav (E-Z)(Z-L)(L-L)uawAeuJnor o; (s)a0L;u8uddV 1VH VMO V 'pa4De11e 39Vd AVOI10H uo ( L ) aaS :AVCIIICH OIld pay0ell$ 39Vd 3MI183AO UO ( 0 '8 ) aaS :AVd 3AI.Ld3Ai5 SL'9Z SL'9Z SL'SZ SL'SZ S " 'Ja;;Ld JaLNuLJdS 76/LE/E E6/LE/ZL E6/LE/E Z6/LE/ZL -76/l0/L -E6/LO/7 -E6/LO/L -Z6/LO/7 (Jno4 Jad) VM a 11 3 83T4NItIdS EZ abed A1Nn oo d31S3H3lS3M E6/^O/EO- PausLIand State of New York Case Number Bureau of Department of Labor Public Work 9302493 lOo-7/01/92 :nru 6/30/93 Publisheo -03/03/93 WESTCHESTER COUNTY Page 24 TEAMSTER Truck Driver (Building and Heavy/Highway): Group # A: Straight trucks, 'A' Frame, winch, Tow, Dynamite, Seeding, Mulching, Agitator, Water, Post hole Diggers, Mortar, Concrete Mix and Pick-up. Group # B: Tractor Trailers and 3 axle trucks. Group # C: Euclids. Group # D: Athey and Trailer Wagons, Belly Dumps. Group # E: Duel Purpose, Grease, Fuel and tire trucks. WA (per hour) 1/01/92- 7/01/92- 1/01/93- 6/30/92 12/31/92 6/30/93 Building and Heavy/Highway: Group # A. . . . . . . . . . . .$ 20.46 20.96 20.96 Group # 8. . . . . . . .. . . . . 20.58 21.08 21.08 Group # C. . . . . . . . . . . . 21 .83 21.33 21.33 Group # D. . . . . . . . . . . . 21 .46 21.96 21.96 Group # E. . . . . . . . . . . 20.91 21.41 21.41 OVERTIME PAY: See ( B, E, 'Note) on OVERTIME PAGE attached. 'Note- For holiday codes 5 8 6 this is code Q. For holiday codes 7, 8. 11 8 12 add codes P 8 R. PAID HOLIDAY: See ( 5.6,7,8,11,12 ) on HOLIDAY PAGE attached. ,SUPPLEMENTAL SENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Suppl. Unemployment Benefit, Training, Legal, Annuity and Vacation. $7.30 plus $7.80 plus $8.50 plus 5 1/2% of 5 1/2% of 5 1/2% of wage wage wage Listed supplements apply to &" classifications ( x )Yes ( )No. 8-456 :e c ',rh r4 Casz r4umoerr Bureau of 9302493 too-7/01/92 'hru 6/30/93 Puclished -C3/03/93 WESTCHESTER COUNTY Page 26 WA : (per hour) 8/01/90- 7/01/91 7/01/92- 6/30/91 6/30/92 6/30/93 Survey Rates-Building: Party Chief. . . . . . . . . 22.31 Additional Additional 2.09 per hr 2.09 per hr Instrument Man. . . . . . 19.24 Additional Additional 1.68 per hr 1.68 per hr Rodman/Chainman. . . . . 12.67 Additional Additional 1.31 per hr 1.31 per hr OVERTIME PAY: See ( A,E,O ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Benefits- Health/Welfare, Pension, Vacation, Annuity and Apprentice Training. $10.25 Listed supplements apply to AL classifications ( x )Yes ( )NO. 8-15Db ------------------------------ WAG S:(per hour) 8/01/90- 7/01/91- 7/01/92- 6/30/91 6/30/92 6/30/93 Survey Rates-Heavy/Hiway: Party Chief. . . . . . . . 22.32 Additional Additional 2. 11 per hr 1.86 per hr Instrument Man. . . . . . 18.23 Additional Additional 1.63 per hr 1.63 per hr Rodman/Chainman. . . . . 15.98 Add•tiona' Additional 1.50 per hr 1 .5C per hr OVERTIME PAY: See (B,E,O ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Benefits- Health/Welfare, Pension, Vacation, Annuity and Apprentice Training. $10.25 Listed supplements apply to &" classifications ( x )Yes ( )No. 8-150 ------------------------------ Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when performed under a consulting engineer agreement. WA : (per hour) 8/01/88- 7/01/89- 7/01/90- 6/30/89 6/30/90 6/30/91 Survey Rates: Party Chief. . . . . . . . . 18.01 18.61 19.01 Instrument Man. . . . . . 15. 18 15.78 16. 18 Rodman/Chainman. . . . . 12.43 13.03 13.43 OVERTIME PAY: See ( B,E.O ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5.6,7, 11, 12. ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Benefits- Health/Welfare, Pension, Vacation, Annuity• Apprentice Training. Supplement Unemployment. S 4.42 S 5.02 $ 5.87 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-150c -tale Ne. `C -c-se --De' ,eca-ment of :.aco- F':c :C nc-. 9302493 100-7/01/92 tnru 6/3G;93 Puollshed -03/03/93 WESTCHESTER COUNTY Page 25 TREE TRIMMER In the Towns of Bedford, N. Salem, Pound Ridge and Somers. Applies to line clearance, tree work and right-of-way preparation on all new or existing overhead electrical, telephone and CATV lines. WA (per hour) 1/01/92- 1/04/93- 1/03/94- 1/31/93 1/02/94 12/31/94 Tree Trimmer: Treeman. . . . . . . . . . . . . . $ 13.31 Additional Additional " Equip. Operator. 11.78 4 X of 4 % of " Mechanic. . . . . . . . 11.78 previous previous " Truck Driver. . . . 10.00 wage wage Inexperienced Grdsman 8.29 OVERTIME PAY: See (S.E.O ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6.8, 10,15,16) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked.) Benefits- Health/Welfare and Pension. $ 2.80 S 2.80 S 2.80 plus plus plus 1% of wage 1% of wage 1: of wage Listed supplements apply to ALL classifications ( x )Yes ( )No. 6-1249TTso ------------------------------ In the Remainder of County. WAGES(per hour) 6/24/85- 6/23/86 Tree Trimmer: " Crew Leader. . . $ 14.46 Senior Trimmer 12.58 Jr. Trimmer. . . 11. 18 " Groundsman. . . . . 8.62 OVERTIME PAY: See ( B ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5.6.9,10, 11,12) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:(per hour worked) Benefits- Health/Welfare and Vacation. Single Ins Coverage $ .57 Family Ins Coverage $ 1.27 Listed supplements apply to Ate, classifications ( x )Yes ( )No. 8-1-2tree c^ - -- — y 'Oc-- 'C1/92 tnru 6/=3/-- Puolishec -03/03/933 WESTCHESTER COUNTY Page 27 POWER EQUIPMENT OPERATOR Building: GROUP 1 A :Cone.-Portable Hoist, Crane 8 Hoist Eng.-Steel(Conc. , Material, super Structure Sub-Structure) , Derrick (Stone-Steel) , Elevator 8 Cage,Hoist-Single, double, or triple drum, Hoist-Portable mobile unit, Hoist Engineer-Concrete(Crane- Derrick-Mine hoist) , Hoist Engineer-Material, Overhead Crane, Power House Plant, Telephies (Cableway) , Whirly, Maintenance Engineer, Lull Hi-Lift or Similar, Hydraulic Crane 25 Ton and over, Cherry Picker 25 Ton and over Backhoe Oliver 88, Fordson, Dynahoe, dual purpose and similar machines, Barber Green Loader-Euclid Loader or similar type, Conway or similar Mucking Machines. Dragline,Gradall,Shovel,Backhoe,etc. (Crawler or Truck) , Front End Loaders,Hydraulic Boom, Jersey Spreader, Letourneau or Tournapull (Scrapers over 20 yards struck) , Mucking machines, Pavement Breaker(AirRam), Paver(Concrete) , Road Boring Machine, Road Mix Machines.Ross Carrier and Similar mach. Post Hole Digger, Shovel(Tunnels) , Side Boom, Spreader (Asch) , Scoopmobile-Tractor-Shovel over 1 1/2 yards, Trenching Machines.Vermeer Concrete saw Trencher and similar. Tractor type demolition Equipment, Winch Truck(A Frame) , Hydraulic Crane over 10 ton up to 25 ton, Cherry Picker over 10 ton up to 25 ton. GROUP 1 B: Compressor(Steel Erection) Pulse Meter, Push Button (Buss Box) Elevator. Mechanic (outside) all types, Welder. Roller 4 ton 8 over, GROUP 11 A:Compactor Self-propelled, Grader, Bulldozer 07 and similar. Tractors with a draw bar horsepower of 100 or over, Bulldozer D6 8 under, Scrapers-20 yds struck and under. Machine pulling Sheep's Foot Roller, Vibratory Rollers,etc. GROUP 111 A:Asphalt Plant, Boiler(High Pressure) , Concrete Mixing Plants, Concrete Pump, Fireman,Forklift, Forklift (Electric) Joy Drill or similar Tractor drilling machine,Loader-1 1/2 yards and under, Locomotive(All Sizes) , Mixer Concrete-21Eand ove-, Portable Asphalt Plant, Portable Batch Plant, Portable Crusher, Quarry Master, StoneCrusher, Well Drilling machine, hell Point System, Cherry Picker under 10 ton, Hydraulic Crane under 10 ton. , Concrete Buggy, lyd 8 up ride on Dumper, GROUP 11' 9:Compressor over 125 cu.feet, Conveyor Belt Machine Regardless of size, Lighting Unit (Portable 8 Generator) , Welding Machine(steel erection and excavation), Compressor Plant, Stud Machine, Ladder Hoist. GROUP IV A:Air Tractor Drill , Batch Plant, Bending Machine, Concrete Breaker, Concrete Spreader, Curb Cutter Machine, Farm Tractor(all types). Finishing Machine- Concrete,Material Hopper-sand stone-cement,Mixer-Concrete-under 21 E. Mulching Grass Spreader, Pump-Gypsum etc. , Pump-Plaster, Roller under 4 Ton, Hepa Vac clean ai- Mach, S^reading and Fine Grading Machine, Steel Cutting Machine. Synnone Pump-a•r-steam, Tar :oint Machine, Turbo Jet Burner or simile- equipment, :'ibrator( 1 to5; ,F1ne Grading Machine, Roof Hoist (Tugger Hoist) . V. Cameras Water, Sewer, Gas etc. G?CUP 1V 9:Comoressor to 125 feet, Dust Collector, Heater all types, Pump, Pump Station (water and sewer) , Steam Jenny, Sweeper, Chipper, MulCher. GROUP V A:Concrete Saw, Oiler Fuel Truck, Oiler Grease Truck. GPOL,P V B:Mechanics Helper, Oiler, Stockroom Attendant, Paint Compressor, welder's Helper, Motorized Roller (walk behind) . WAG S(per hour) 3/16/92- Building: 3/15/93 GROUP # 1 A. . . . . . . . . 24.52 GROUP # 1 8. . . . . . . . . 22.45 GROUP # 11 A. . . . . . . . 23.61 GROUP # 111 A. . . . . . . 22.71 GROUP # 111 8. . . . . . . 21.39 GROUP # 1V A. . . . . . . . 22.43 GROUP # 1V 8. . . . . . . . 21.25 GROUP # V A. . . . . . . . . 21 .43 GROUP # V 8. . . . . . . . . 20. 11 Helicopter Hoist . . . . 25.03 Helicopter Pilot. . . . . 28.75 Signalman. 22. 18 Utilityman. . . . . . . . . . . 19. 13 Oiler Asph. Paver. . . . 19. 14 An additional 20% to wage when required to wear protective equipment on hazardous/ toxic removal projects. OVERTIME PAY: See ( C. M, ) on OVERTIME PAGE attached. For holidays 5 8 6 add codes P d T. for 7,8, 11,12 code is PAIL HOLIDAY- See ( 5, 6, 7, 6, 11, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO• Apprentice($) to Journeymen (1-5) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd 3rd 4th 501. 60; 705. 80% SUPPLEMENTAL S=NEFITS•(per hou- paid ) Benefits- Health/Welfare, Pension, Apprentice Training and Annuity $7.71 per hr paid plus $4 40 per hr worked. Listed supplements apply to AL'_ classifications ( x )Yes ( )No. 8-137b State of New `orK Case Number Bureau cf Department of Labor Public horK 9302493 10b-7/0'/92 thru 6/30/93 Publisned -03/03/93 WESTCHESTER COUNTY Page 28 Operating Engineer (Cont) Heavy and Highway: GROUP 1 A: Auger, Auto Grader, Dynahoe and Dual purpose and similar machines, BarberGreen Loader-Euclid Loader or similar type machine, Bulldozer-Alt Sizes, Central Mix Plant Operator, CherryPicker(Cableway)-Hydraulic, Compactor with Blade, Concrete Portable Hoist, C.M.I. or Similar,Conwayor Similar mucking machines. Crane(Crawler or truck)dragline, Gradall, Shovel Backhoe,etc. Grader, Derrick (Stone-Steel) Elevator 8 Cage, Front End Loaders over 1 1/2yds, Hoist Single,Double,Triple Drum, Hoist Portable Mobile Unit, Hoist Engineer-Concrete (Crane-Derrick-Mine Hoist) , Hoist Engineer-Material, Hydraulic Boom,Letourneau or Tournapull(Scrapers over 20yds struck) , Mucking Machines, Overhead Crane, Paver(concrete) Pulsemeter,Push Button(Buss Box)Elevator, Road Mix Machines, Ross Carrier and similar, Shovels(Tunnels) , SideBoom.Screader(asphalt) , Scoopmobile-Tractor-Shovel over 1 1/2 yards,Trenching Machines,Te eohies-Vermeer Concrete Saw Trencher and/or Similar, Tractor type demolition equipment, Whirly. GRGUP 11-A: Compactor Self Propelled, Tractors, Welder, Scrapers-20 yds truck and under, Vibrator Roller, etc. ,Roller 4 ton and over. GPOUP 11-6: Mechanic - All Types. GROUP 111-A: Air Tractor Drill, Asphalt Plant, Batch Plant, Boiler(High Pressure), Concrete Breaker, Concrete Pump, Concrete Spreader, Curb Cutter Machine, Farm Tractor(All Types) ,Finisning Machine(Concrete)Fine Grading machine, Fireman,Forklift, Forklift(Electric) Joy Drill or sir..lar Tractor Drilling Machine, Loader 1 1/2yards and under, Locomotive(All Sizes) , Maintenance Engineer,Machine PullingSheep's Foot Roller, Material Hopper, Mixer Concrete-21E and over, Mulching Grass Spreader, Portable Plant, Portable Batch P1ant,Portable Crusher,PowerhousePlant,0uarry Master, Roller under 4ton, Spreading and Fine Grading Machine,Steel Cutting Machine, Stone Crusher,Sweeper,Turbo JetBurner or Similar,WellDrilling Machine.WinchTruck "A" Frame GROUP 1V-A: Concrete Saw, Oiler(Fuel Truck) , Oiler(Grease Truck; , GROUP 1V-B: Compressor-Compressor Plant-PaintCompressor-Steel Erection,Conveyor Belt Machine, Lighting Unit(Portable 8 Generator) , Oiler, Pumps-Pump Station-14ater- Sewer-Gypsum-Plaster,etc. ,Roller-Motorized()4alk Behind) ,Welding Machine(Steel Erection Excavation) , YIell Point System,Welder's Helper, Mechanic's Helper,Bending Machine, Dust Collectior, Mixer Concrete under 21-E,Heater all types.Steam Jenny, Stock Room Attendant, Syphone Pump-Air-Steam, Tar Joint Machine, Vibrator(1 to 5) WAGTS(per hour) 3/02/92- Heavy/Highway: 2/28/93 Class # 1 A. . . . . . . . . . 23.80 Class # 11 A. . . . . . . . . 22.95 Class # 11 B. . . . . . . . . 22.05 Class # 111 A. . . . . . . . 22.63 Class # 1V A. . . . . . . . . 20.65 Class # 1V 8. . . . . . . . . 17.88 Master and Asst. Master Mechanic. . . . 25.20 Engineer(Cranes .etc) 27.45 Hoist(steel-sub Strutt) 24.20 Engineer-(Pile Driver) 24.20 Jersey Spreader, Post Hole Digger and Pave.Breaker(Air Ram) 23.04 Welder (Certified) '23.58 Heliocopter Pilot. . . . . . . . . . . . 27.70 Hoist Doer. . . . . . . 24.45 Signalman. . . 21.95 2nd Eng. (60 ton 8 up) 17.88 Oiler,Asphalt Paver, Utility Man. . . . . . . . 17.05 An additional 201- to wage when required to wear protective ecuipment on hazardous/toxic removal projects. OVERTIME PAY. On Bridges. Bridge Approches. Dams. Etc See ( D. E. *note ) on OVERTIME PAGE attached. On all other work See ( B. E. *note ) on OVERTIME PAGE attached. 'Note for Holidays 5 8 6 add codes P & T, For other holidays code is 0. PAID HOLIDAY: See ( S. 6, 7, 8, 11, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen ( ) ( ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rtl_ 4th. 505, 601. 70:. 80•K SUPPLEMENTAL BENEPITS:(per hour worked) 6enefits- Health/Welfare, Pension, Apprentice Training and Annuity. $11.80 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-137h E-.---,e ew -o-x Case ,— oe- �u-eau of De^zrtment of -abor Pu--';c work 93C2493 10t)-7.')1,192 thru 6/30/93 Publisned -03/03/93 WESTCHESTER COUNTY Page 30 MARINE CONSTRUCTION(cont) WA S(per hour) 10/01/91- 9/30/92 Drill Boat: Class A: Engineer 19.80 Blaster 20.01 Driller 19.81 Class C: Welder/Machinist 19.81 Class D: Oiler/Helper 18.39 OVERTIME PAY. See ( B. E. P. S ) on OVERTIME PAGE attached. PAIC HOLIDAY: See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Benefits- Health/Welfare, Pension, Supplemental Unemployment and Annuity. Class A S 4.31 plus 6: of wage Class C S 4.06 plus 8: of wage Class D S 3.81 plus 8% of wage misted supplements apply to AAIB classifications ( x )Yes ( )No. 4-25/3 OCCUPATIONS APPLICABLE TO HEAVv/HIGHWAY and BUILDING SCHEDULES -ase ,-mce- = �aJ . Department aoor Pu:; IC nc- 93C2493 t0b-7/01/92 tnru 6/30/93 Published -03/03/93 WESTCHESTER COUNTY Page 29 MARINE CONSTRUCTION WAGES(per hour) 10/01/91- 9/30/92 Hydraulic Dredge: Class A: Leverman 18.91 Engineer, Derrick Op. 18.03 Chief mate on Dredge 17.77 Class C: Maint. Eng. 17.23 Mate 16. 14 Boat Captain 16.74 Class D: Dockhand 14.31 Fireman, Oiler 14.85 Shoreman 14.31 ------------------------- Tug Boats: Class A: Tug Master 17.50 Tug Chief Engineer 17.06 Class C: Tug Captain 16.64 Tug Engineer 16.74 Class D: Tug Dockhand 14.49 ------------------------- Dipper and Clamshell Dredges: Class A: Operator 19.24 Engineer 18.41 Class C: Maint.Engineer 17.77 Mate 16.61 Boat Master, Welder 17.51 Boat Captain 16.74 Class D: Oiler 14.85 Dockhand 14.49 ------------------------- OVERTIME PAY: See ( B. E. P, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. The following SUPPEMENTAL BENEFITS apply to all to ALL classifications of the above HYDRAULIC, DIPPER, CLAMSHELL DREDGES and TUG BOATS. SUPPLEMENTAL BENEFITS:(per hour worked. ) Benefits- Health/Welfare, Pension and Vacation. All Class A S 4.35 plus 6: of wage All Class C S 4.06 plus 8„ of wage All Class D S 3.81 plus 8% of wage 4-25a STATE OFF:OE BUILC:N5 CAMPUS ALBANY, N Y '2240 Two or MORE WILLFUL DETERMINATIONS 12/09/92 Page 1 List of Employers tnelialble To Aid on or Be Awarded Any Public Work Under Article 6 of the Labor Law, if within any six year period two final determinations are rendered against an employer finding that they have wilfully violated the prevailing wage law, they are debarred, that is, they are ineligible to submit a Did on, be awarded, or participate as a contractor or subcontractor on any public work contract let by the State, any municipal corporation, or public body for a period of five years from the date of debarment. Below is a list of the employers who have been debarred. CONTRACTOR Number Date Date Fiscal Barred of of 1st of Last Officer Until Determ's Wilful W11fuI (see Note:) Esquire wire i Fence Co. ,Inc. ( 3 ) 06/27/64 4/15/86 DOL 4/15/93 1033 Route 1, Avenel, N.J.07001 L 6 M Company, A Div.of Nieto Roofing Contractors.Inc. ( 3 ) 05/05/87 09/',3/89 COL 9/13/94 501 Willett Ave. ,Port Chester,NY 10573 J. L. Bailey, d/b/a Castile Hardware a/k/a Castile Hardware, Plumb. 3 Hgt. ( 2 ) 05/07/87 C5/16/89 OOL 5/16;94 1 East Park Road, Castile, NY 14427 Premier Restoration & Supply Company, :nc. a/k/a Premier Restoration S Supply, Inc. and ( : ) 09/17/86 04/13/89 DOL 4/13/94 178 Front A,.e. , West Haven, Conn. 06516 Great South Beach Marine Construction, a/k/a Great South Beach Marine Construction, Inc. ( 2 ) 01/27/88 06/'5/89 DOL 6/15/94 70 Browns River Road, Sayville, New York 11782 Mid-States Industries. Ltd. ( 2 ) 03/C3/87 06/22/89 COL 6;22/94 P 0 Box 4228 1105 Catalyn St. , Schenectady. New York 12303 TAP Electrical Contracting Service. Inc. ( 2 ) 01/21/86 11/56/89 DOL 11/09/94 926 :incoln Ave. , Holbrook, New York 11-41 Cickson Painting, Inc. 326 Map'e St-eet. _..dicot.. New York 73'60 iil,e- Springs Construction Corp. ( 2 ) 11/15/88 02;,3/90 COL _/23/95 Box 204, Balc Mountain RC . Troy, New York 121_ . .terior Systems Co. Inc t 2 ) 08;24/84 03/19/90 JCL 2/'nigc 2020 Cross Road: Jonrson City, New vo-k '379 STATE OFP:CE SU:_D:NG CAMP-3 ALBANY, N.Y. 12240 TWO or MORE WILLFUL DETERMINATIONS 12/09/92 Page 2 (CONTINUED) Hollywood Commercial Renewals.Inc. a/k/a Hollywood Commercial Renewals of Nassau,Inc. ( 2 ) 12/16/88 10/26/90 DOL 10/26/95 359 Duffy Avenue, Hicksville, New York 11801 Stride Construction Comoany and Christopher RiSdale b David Strano (Individually) ( 2 ) 4/06/87 11/15/90 DOL 11/15/95 78 Otis Street, Rochester, New York T. J. Marks b Sons Inc. ( 2 ) 7/01/87 10/19/90 DOL 10/19/95 PO Box 145, Guilford, New York 13780 Montou' Metals.Inc. 116 North Catherine St , Montour :a! New YcrK ( 2 ) 09/28/9C 09/24/91 OOL 09/24/96 Sloan Steel Erectors 8 cquio.Rental.Inc. ( 2 ) 10/18/89 C2/19/92 DOL 02;19/97 1560 Harlem Road. Buffalo, NY 14206 G b C Construction Corp. 2 I 09/28/90 10/06/92 DOL 10/06/97 37C6 12th Ave. ,6rooklyn, NY 11218 Nelson's LampLighters.Irc. 2 ) 05/29/87 :0/30/92 DOL •811 Castle Gardens Road. Vestal . NY 1385) Global Oceanic Enterprises ( 2 ) 03/29/90 09/15/92 DOL 09/15/97 P.O. Box 99, Langhorne, Pa. 1,9047 Atlantic Coctracting Co-p ( 2 ) 09/267/89 11/23/92 OOL 11/23/97 52-09 31st PI—Long :s. City, NY 111C1 Note: Date was compute: by aaa'ng 265 days 'hg which a stay was effe:t-ve o the S year aebar,ec be,lod —t2: Nnere the �iSC8� ^`t icer S cerated —:V--' . the irfc- !ation has been D-^,. iced b, •^.e New „^k City :c:no—o'le^'s .,`five. :ne agercy iss. -no the aeterminatis-s Any auestions ^egarci^y these listings snoulC be aoaressea directly to the :orict-ol;e- �he Swreau bl public Rork of the New vo-K State Department of Labor wi `.1 resoo,ta with ^egara to istings wnere the Fisca' Officer is listed as 'DOL". cozT:oeoa-rec t•:}il- 't„ - lJ� ;C_ `.'UI L�INL CM1".PFJ ALSA%y, rY. 12240 REQUEST FOR WAGE AND SUPPLEMENT INFORMATION AS REQUIRED BY ARTICLE 8 OF THE LABOR LAW Submit this form for new schedules or for determination for additional occupations. Provide all information Requested Below SUBMITTED BY: =CONTRACTING AGENCY DATE (CHECK ONE) ❑ARCHITECT OR ENGINEERING FIRM A. PUBLIC WORK CONTRACT TO BE LET BY: (Enter Data Pertaining to Contracting Agency) 1. Name and complete address(number,street,city or town,zip code) 2. ❑ N.Y.State Units ❑ 07 City ❑ 01 DOT ❑ 08 Local School Dist. ❑ 02 OGS ❑ 09 Special Local Dist. ❑ 03 DORMITORY AUTHORITY ❑ 10 Incorp. Village ❑ 04 STATE UNIVERSITY ❑ 11 Town CONSTRUCTION FUND ❑ 12 County ❑ 05 MENTAL HYGIENE ❑ 13 Other Non-N.Y. FACILITIES CORP. State (Describe) ❑ 06 OTHER N.Y.STATE UNIT S. ARCHITECT OR ENGINEERING FIRM C. SERVICE REQUIRED (Check appropriate box, and provide project information) (NA'.' ADDRESS,AND TELEPHONE NUMBER) ❑ New Schedule of Wages and Supplements (complete items 1 and 2 only). 1. APPROXIMATE BID DATE 2. ESTIMATED COST OF PROJECT ❑ Additional Occupation and/or Redetermination (complete item 3 Only) OFFICE USE ONLY 3. PRC NUMBER ISSUED PREVIOUSLY FOR THIS PROJECT E–PLY SHOULD BE DIRECTED TO: (Name, title,mailing address and TELEPHONE NO.) E. PROD=CT PARTICULARS (Check appropriate boxes in E1 and E2 and complete E3 and E4) 1. NarJre of Project 2. PRIME Contracts to be Let ❑ 1. New Building ❑General Construction ❑ Plumbing 2. Addition to Existing Structure ❑ Heating and Ventilation ❑ Electrical ❑ 3. Heavy and Highway Construction (New and Repair) ❑ Other 4. New Sewer or Waterline ❑ S. Other New Construction (Explain) NO CONTRACT 6. Other Reconstruction,Maintenance, Repair or Alteration ❑Work to be done by direct Employees ❑ 7. Demulition ?roja:- TITLE and/or description of work to be performed 4. Location of Project (incl;;,e contract identification number, if applicable) Route No./Street Address Village or City Town County _. CCr_':_D ,TIONS FOR PROJECT OFFICE USE ONLY ❑ C:ns:ruction (Building, Heavy/Highway/Sewer/Water Locality Designations T_nneling I I I I I =,esicential I I 1 '-,a—.a and Title of Requester Signature �:. • 35 (::-84) SEE OTHER SIDE FOR LAWS RELATING TO PUBLIC WORK CONTRACTS STATL OF YORK DEP: REML\T OF L: BOP, REQUIREMENTS OF ARTICLE 8 (Sections 220-223) OF THE NEW YORK STATE LABOR LAW PREVAILING RATE SCHEDULE: Section 220 of the Labor Law requires public work contractors and subcontractors to pay laborers, workers or mechanics employed in the performance of a public work contract not less than the prevailing rate of wage and to provide supplements (fringe benefits) in accordance with the prevailing practices in the locality where the work is performed. The Department of ,jurisdiction awarding a public work contract must obtain a prevailing rate schedule from the Bureau of Public Work of the New York State Department of Labor listing the hourly rates for the trades and occupations of the workers to be employed on the public work project. This schedule may be obtained by completing and forwarding the Request for Wage and Supplement Information on the reverse side hereof. The prevailing rate schedule must be included in the specifications for the contract to be awarded and is deemed part of the public work contract. Upon the signing of the contract, the Department of Jurisdiction must advise the Bureau of Public Work on a form supplied by the Bureau as to the name of the contractor to whom the contract was awarded, the date and the amount of the contract. A "Department of Jurisdiction" includes a state department agency, board or commission; a county, city, town or village; a school district, board of education or board of cooperative educational services; a sewer, water, fire, improvement and other district corporations; a public benefit corporation;and a public authority awarding a public work contract. WITHHOLDING OF PAYMENTS FROM CONTRACTORS: When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to pay or provide the requisite prevailing wages or supplements, the Bureau is authorized by Section 220-b of the Labor Law to so notify the financial officer of the Department of Jurisdiction that awarded the public work contract. Such officer must then withhold or cause to be withheld from any payment due the prime contractor on account of such contract the amount indicated by the Bureau of Public Work as sufficient to satisfy :he unpaid wages and supplements, including interest and any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until a final determination of the underpayment by the Commissioner of Labor or by the Court in the event a legal proceeding for review of the Commissioner of Labor's determination is instituted. The Department of Jurisdiction shall comply with an order of the Commissioner of Labor or of the Court with respect to the release of the funds so withheld. HOMrMOCKS PARK APARTMENTS MAMARONECK, NEW YORK PROJECT MANUAL APPENDIX i MISCELLANEOUS PROVISIONS Town of Mamaroneck ADDENDUM NO. 2 Contract Number TA 93-1 Page 7 APPENDIX J. MISCELLANEOUS PROVISIONS I GOVERNING LAW A Labor Law I Section 220; Subd. 2, re: 8 hour day, 40 hour week: The minimum hourly wage rates (including supplements) to be paid shall not be less than that designated by he Secretary of Labor and any redetermination of the prevailing rate of wages after the Contract is approved shall be deemed to be incorporated herein by reference as of the effective date of redetermination and shall form a part of these Contract Documents. The minimum hourly supplement to be paid shall be in accordance with the prevailing practices in the locality where the work is located and shall be not less than that designated by the Secretary of Labor. Supplement, as defined in Section 220 of the Labor Law, as amended, means all remuneration for employees paid in anv medium other than cash or reimbursements for expenses or any payments which are not wages within the meaning of the law, including, but not limited to, health, welfare, nonoccupational disability, retirement, vacation benefits, holiday pay and life insurance. 2 Section 220, Subd. 3 and 220-d, re: Minimum Wage Rates and Supplements, which are included in these Specifications: The Contract shall be forfeited by a Contractor and he shall not be entitled to receive any sum of money for any work performed hereunder on his second conviction of wilfully paying less than the stipulated wage scale (including supplements) as provided in the Labor Law, Section 220, as amended, or the stipulated minimum hourly wage scale (including supplements) as provided in the Labor Law, Section 220-d, as amended. 3 Section 220-e, re: Anti-discrimination, including all subparts: Contractor agrees, in accordance with the applicable provision of the Labor Law of the State of New York and Ordinance of the Town of Mamaroneck, to the following: ADDENDUM NO. 2 Town of Mamaroneck page 8 Contract Number TA 93-1 That in the hiring of employees for the performance of work under this Contract or any Subcontract hereunder no Contractor, Subcontractor nor any person acting on behalf of such Contractor or Subcontractor, shall by reason of disability, religion, sex, age, color, sexual or effectual preference, or national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work to which the employment relates. That no Contractor, Subcontractor, nor any person on his behalf shall, in any manner, discriminate against or intimidate any employee hired for the performance of work under this Contract on account of disability, religion, sex, age, race, color, sexual or effectual preference or national origin. That there may be deducted from the amount payable to a Contractor by the Owner under this Contract, a penalty of two hundred and fifty ($250.00) dollars as per Municipal Code, for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of this Contract. That this Contract may be cancelled or terminated by the Owner and all monies due or to become due hereunder may be forfeited, for a second or any subsequent violations of the terms or conditions of this Article of the Contract. The aforesaid provisions of this Section covering every Contract for or on behalf of the Owner for the manufacture, sale or distribution of materials, equipment or supplies shall be limited to operations performed within the territorial limits of the State of New York. B General Municipal Law 1 Section 103-c, re: Ground for cancellation of Contract: Contractor hereby agrees to the provisions of Section 103(a) of the General Municipal Law which requires that upon the refusal of a person, when called before a grand jury, head of a state department, temporary state commission or other state agency, the organized crime task force in the Department of Law, head of a city department or other city agency, which is empowered to compel the attendance of witnesses and examine them under oath, Town of Mamaroneck ADDENDUM NO. 2 Contract Number TA 93-1 Page 9 to testify in an investigation concerning any transaction or contract had with the state, any political subdivision thereof, a public authority or with any public department, agency or official of the state, or of any political subdivision thereof, or of a public authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant questions concerning such transaction or contract: a Such person, and any firm, partnership or corporation of which he is a member, partner, director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corporation or fire district, or any public department, agency or official thereof, for goods, work or services, for a period of five years after such refusal, and to provide also that; b Any and all contracts made with any municipal corporation or any public department, agency or official thereof, by which person, and by any firm, partnership, or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation or fire district without incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation or fire district for goods delivered or work done prior to the cancellation or termination shall be paid. 2 Section 103-d, re: Non-Collusion: Contractor agrees, pursuant to General Municipal Law Section 103-d, to subscribe and affirm the following statement: By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor; and Town of Mamaroneck ADDENDUM NO. 2 Contract Number TA 93-1 Page 10 (3) No attempt has been made or will be made by the bidder to induce any other person, partnership or corperation to submit or not to submit a bid for the purpose of restricting competition. 3 Section 108, re: Workers' Compensation Insurance: This Contract shall be void and of no effect unless the person or corporation making or performing such Contract shall secure compensation for the benefit of, and keep insured during the life of the Contract, such employees, in compliance with the provisions of the Workers' Compensation Law. 4 Section 109, re: Non-Assignment of Public Contracts: As provided in Section 109 of the General Municipal Law, the Contractor is prohibited from assigning, transferring, conveying, subletting or otherwise disposing of the same, or his right, title, or interest therein, or his power to execute such contract or any other person or corporation without the previous consent in writing of the officer, board or agency awarding the contract. If any Contractor, to whom any contract is let, granted or awarded, as required by law, by any officer, board or agency in a political subdivision, or of any district therzia, shall without the previous written consent specified in subdivision 1 of this section, assign, transfer, convey, sublet or otherwise dispose of such contract, or his right, title or interest therein; or his power to execute such contract, to any other person or corporation, the officer, board or agency which let, made, granted, or awarded such contract shall revoke and annul such contract, and the political subdivision or district therein, as the case may be, and such officer, board or agency shall be relieved and discharged from any and all liability and obligations growing out of such contract to such contractor, and to the person or corporation to which such contract shall have been assigned, transferred, conveyed, sublet or otherwise disposed of, and such contractor, and his assignees, transferees or sublessees shall forfeit and lose all monies, theretofore earned under such contract, except so much as may be required to pay his employees. The provisions of this section shall not hinder, prevent, or affect any assignment by any such contractor for the benefit of his creditors made pursuant to the laws of this State. END OF APPENDIX J Town of Mamaroneck ADDENDUM NO. 2 Contract Number TA 93-1 Page I I GENERAL CONDITIONS ARTICLE 1. - SCOPE AND INTENT. Work Includes - The Contractor shall furnish all labor, materials, plant, power, light, heat, fuel, water, tools, appliances, equipment, supplies, transportation and other means of construction necessary or proper for performing and completing the Work; obtain and pay for all required permits; perform and complete the Work in the manner best calculated to promote rapid construction, consistent with safety of life and property, all as approved by the Town and in strict accordance with the Contract Documents; protect the Work during construction, clean up the Work and maintain it during and after construction until Final Acceptance; do all Work and pay all costs incidental thereto, unless modified by the Contract Documents. Incidental Work - The Contractor shall do all Work and pay all costs of cutting, protecting, supporting, maintaining, relocating and restoring all surface, sub-surface or overhead structures and all other property, including pipes, conduits, ducts, tubes, chambers and appurtenances, public or private, in the vicinity of the Work (except those which by law, franchise, permit, contract, consent or agreement the owner thereof is required to protect, support, maintain, relocate, or restore), repairing the same if damaged and restoring to their original condition all areas disturbed. The Contractor shall do all Extra Work and bear all losses due to the nature of the Work, and or costs incidental to suspension or discontinuance of the Work and take all risks of whatever nature. Work, Materials, Specifications and Drawings - All Work and materials in the Specifications and not shown on the Contract Drawings, and all Work and/or materials shown on the Contract Drawings, and not mentioned in the Specifications, are to be furnished, performed and done as if the same were both mentioned in the Specifications and shown on the Contract Drawings. Necessary and Essential Work Deemed Included - Any Work or materials required to be done or furnished in or for the proper and complete performance of the Work herein contemplated, which are not specifically mentioned, specified or indicated on the Contract Drawings, or in the Specifications and other parts of this Contract and which in the opinion of the Construction Manager are necessary and essential to a complete performance of this Contract, shall be deemed included within the performance and requirements of this Contract and the Specifications and Contract Drawings; and the Contractor hereby specifically promises, covenants and agrees to do and perform any and all such Work and to supply any and all such materials as if herein and therein specifically enumerated. GC-1 GENERAL CONDITIONS If a conflict and/or ambiguities arise, the Architect will furnish and supply the Contractor with supplementary drawings showing the manner in which the Work shall be performed and the type or types of materials or equipment that shall be installed. ARTICLE 2. - PROVISIONS REFERENCED WITH INFORMATION FOR BIDDERS AND CONTRACT. SCHEDULE A - Pursuant to the Information for Bidders and the Articles of the Contract, the Contractor shall observe the following requirements and provisions applicable to the Contract, as indicated in Schedule "A". INSURANCE- Contractor shall provide insurance coverage pursuant to Article 21 of the Contract. PROTECTION OF AUTHORITY OR TOWN PROPERTY - During the performance of the Work, and up to the date of Final Acceptance, the Contractor shall take all reasonable precautions to protect the property of the Authority, Construction Manager, the School District, the Town, persons and other Contractors or subcontractors from loss, damage or destruction resulting from his or his subcontractor's operations. If Authority's, Construction Manager's, Mamaroneck Central School District's or Town's property is lost, damaged or destroyed as a result of the operations of the Contractor or his subcontractors, in the performance of this Contract, or from his or their failure to comply with any of the provisions of this Contract, or applicable law, the Contractor shall at his sole expense defend, indemnify and hold the Authority, the Town, the School District and the Construction Manager harmless from any and all costs and expense to which they may be subjected or which they may suffer or incur by reason thereof. LABOR - Where labor is used under the Contract, for intermediate skills and for which no rate is hereinbefore certified and there is in existence at the time the Contract is entered into a labor agreement between the Contractor and a duly recognized labor union recognizing the existence of such intermediate skills with an agreement to pay a particular rate for such skills, then the Contractor shall pay not less than the rate, so agreed upon between the Contractor and such labor organization, for such skills. PARTIAL PAYMENTS FOR MATERIALS IN ADVANCE OF THEIR INCORPORATION IN THE WORK PURSUANT TO ARTICLE 34 OF THE CONTRACT -In order to better insure the availability of materials, fixtures and equipment when needed for the Work the Town may, at its sole option, authorize partial payment for purchase of certain materials, fixtures and equipment, prior to their incorporation in the Work, but only in strict accordance with and subject to all the terms and conditions set forth in the following subdivisions numbered 1 to 13, inclusive, unless another method of payment is elsewhere provided in the Specifications for specified materials, fixtures or equipment. 1. The Contractor shall submit to the Town a written request for payment for GC-2 GENERAL CONDITIONS materials purchased or to be purchased for which he desires to be paid prior to their actual incorporation in the Work. The request shall be accompanied by a schedule of the types and quantities of materials, and shall state whether such materials are to be stored on or off the Site. 2. Where the materials are to be stored off the Site, they shall be stored at a place other than the Contractor's premises (except with the written consent of the Town), and under the conditions prescribed or approved by the Town. The Contractor shall set apart and separately store and not commingle with materials for other projects, at the place or places of storage all materials and shall not at any time move any of said materials to another off-Site place of storage without the prior written consent of the Town. Materials may be removed from their place of storage off the Site for incorporation in the Work upon approval of the Construction Manager. 3. Where materials are to be stored at the Site, they shall be stored at such locations as shall be designated by the Construction Manager and only in such quantities as, in the opinion of the Construction Manager, will not interfere with the proper performance of the Work by the Contractor or by other contractors or subcontractors then engaged in performing Work on the Site. Such materials shall not be removed from their place of storage on the Site except for incorporation in the Work, without the approval of the Construction Manager. 4. Insurance a. Storage Off Site -Where the materials are stored off the Site and until such time as they are incorporated in the Work, the Contractor shall fully insure such materials against any and all risks of destruction, damage or loss, including, but not limited to, fire, theft and any other casualty or occurrence. The proceeds of the policy of insurance shall be payable to the Town, which shall be listed as the insured. It shall be in such form and amounts as shall be approved by the Town and shall be placed with a company duly licensed to do business in the State of New York. The Contractor shall deliver the original and one copy of such policy or policies marked "Fully Paid" to the Town. b. Storage on the Site - Where the materials are stored at the Site, in addition to protecting such materials pursuant to Article 7 of the Contract, the Contractor shall furnish satisfactory evidence to the Town that they are properly insured against loss, by endorsements or otherwise, under the policy or policies of insurance obtained by the Contractor to cover losses to materials owned or installed by him. The policy of insurance shall, be an all-risk policy and shall cover fire and extended coverage against windstorm, hail, explosion and riot attending a strike, civil commotion, aircraft, vehicle, smoke, theft and/or any other casualty or risk. 5. All costs, charges and expenses arising out of the storage of such materials shall be paid by the Contractor, and the Town hereby reserves the right to retain out of any partial or Final Payment made under the Contract, an amount sufficient to cover such costs, charges and expenses, with the understanding that the Town shall have and may exercise any and all other remedies at law for recovering such costs, charges and expenses which Contractor fails or refuses to pay. There shall be no increase in the Contract price for such costs charges and GC-3 GENERAL CONDITIONS expenses which Contractor fails to pay and the Contractor shall not make any claim or demand any compensation therefor. 6. The Contractor, as part of the Contract price, shall pay any and all costs of handling and delivery of materials to the place of storage and from the place of storage to the Site of the Work; the Town shall have the right to retain from any partial or Final Payment an amount sufficient to cover the cost of such handling and delivery in the event Contractor fails to pay same. 7. The Contractor shall retain any and all risks in connection with the damage, destruction or loss of materials paid for hereunder to the time of delivery of the same to the Site of the Work and their proper incorporation in the Work in accordance with the Contract Documents. 8. In the event that the whole or any part of these materials are lost, damaged or destroyed in advance of their satisfactory incorporation in the Work, the Contractor, at his own cost, shall replace such lost, damaged or destroyed materials with materials of the same character and quality. The Town will reimburse the Contractor for the cost of the replaced materials to the extent, and only to the extent, of the monies actually received by the Town under the policies of insurance referred to herein. Until such time as the materials are replaced, the Town will deduct the value of the stored materials which are replaced from any other money due the Contractor, or from the amount paid to the Contractor for such lost, damaged or destroyed materials. 9. Should any of the materials paid for by the Town hereunder be subsequently rejected or incorporated in the Work in a manner or by a method not in accordance with the Contract and Specifications, the Contractor shall remove and replace such defective or improperly incorporated material with materials complying with the Contract and Specifications. Until such materials are replaced, the Town will deduct from the value of the stored materials or from any other money due to the Contractor, the amount paid by the Town for such rejected or improperly incorporated materials. 10. Payment for the cost of materials made hereunder shall not be deemed to be an acceptance of such materials as being in accordance with the Contract Documents, and the Contractor always retains and must comply with his duty to deliver to the Site and properly incorporate in the Work only materials which comply with the Contract Documents. 11. The Contractor shall comply with all laws and regulations of any governmental body or agency pertaining to the priority, purchase, allocation and use of materials. 12. When requesting payment for such materials, the Contractor shall submit with the partial payments requisition duly authenticated documents of title, such as bills of sale, invoices, warehouse receipts, proof of payment, and such other proof as the Town may require, that he is the sole owner of such materials and has purchased them free and clear of all liens and other encumbrances, all in quadruplicate, transferring ownership of materials from the Contractor to GC-4 GENERAL CONDITIONS the Town (in the event that the invoices state that the material has been purchased by a subcontractor, bills of sale in quadruplicate will also be required transferring title to the materials from subcontractor to the Contractor). 13. The Contractor shall include in each succeeding payment requisition a summary of materials stored, which shall set forth the quantity and value of materials in storage, on or off the Site, at the end of each preceding requisition period; the amount removed for incorporation in the Work; the quantity and value of materials delivered during the current period and the total value of materials on hand for which payment is requested in the current requisition for payment. ARTICLE 3. - CONTRACT DRAWINGS AND SPECIFICATIONS. Contract Drawings - The Work to be done is shown on a set of Contract Drawings which bear the seneral title: HOMMOCKS PARK APARTMENTS 1361 WEST BOSTON POST ROAD LARCHMONT, NY 10538 Contractors are advised to consult Appendix "G" OF THIS CONTRACT DOCUMENT for specific information concerning the Title of the Drawings, the Date of the Plans and all other pertinent information concerning the set of Contract Drawings. The Contractor shall study the requirements of all related contracts insofar as they may affect his Work or his Work may affect that of the related contracts since he will be required to coordinate his Work with that of all contractors performing work at the job Site. Drawings and Specifications Furnished to Contractor - After the Contract has been executed, the Contractor will be furnished with one set of reproduceables and one set of paper prints of the Contract Drawings and Specifications. Supplementary Drawings - When, in the opinion of the Town, it becomes necessary to more fully explain the Work to be done, or to illustrate the Work further, or to show any changes which may be required, drawings, to be known as supplementary drawings and revision sheets, with Specifications pertaining thereto, will be prepared by the Architect and one paper print thereof will be given to the Contractor. Changes of a minor nature may be made on the Contract Drawings, in which case four copies of the revised Contract Drawings will be issued to the Contractor. Contractor shall be required to maintain on site a log of all supplementary drawings issued by the Architect and a copy of same. The supplementary drawings and revised Contract Drawings shall be as fully GC-5 GENERAL CONDITIONS binding as the original Contract Drawings, and if such supplementary or revised Contract Drawings require either less or more than the estimated quantities of Work, credit to the Town or compensation therefor to the Contractor shall be subject to the terms of the Contract. Information to Subcontractors, Manufacturers and Others - The Contractor shall furnish complete information from the Contract Documents, together with all necessary drawings and copies of these Specifications, to subcontractors, manufacturers and others performing Work required under the Contract. Contractor to Check Drawings and Other Data - The Contractor shall verify all dimensions, quantities and details shown on plans, sketches, schedules or other data received and shall promptly notify the Architect, Construction Manager and the Town of any errors, omissions, conflicts and discrepancies found therein. Failure to discover or correct errors, conflicts or discrepancies shall not relieve the Contractor of full responsibility for satisfactory performance of the Work within the time set forth for his performance herein. Unsatisfactory Work, faulty construction or improper operation resulting therefrom shall be rectified at Contractor's own expense. Figures shall be used in preference to scaled dimensions and large scale drawings in preference to small scale drawings. "Directed," etc. - Whenever reference is made in the Contract to the Work or its performance, the terms "directed," "required," "permitted," "ordered," "designated," "prescribed," "determined," and words of similar import, shall imply the direction, requirement, permission, order, designation, or prescription of the Town, or it agents. The Specifications -The Specifications consist of three parts, the General Conditions, the Supplementary General Conditions and the Technical Specifications. The General Conditions and Supplementary General Conditions contain general requirements which govern the Work except when expressly modified by the Technical Specifications. ARTICLE 4. - CONTRACTOR'S SHOP DRAWINGS, RECORD DRAWINGS & AS-BUILT DRAWINGS. Shop Drawing Schedule - To enable the Work to be transacted in an orderly and expeditious manner, the Contractor shall within seven (7) days after the Notice to Proceed, unless otherwise directed by the Town or its designated representative, submit a proposed schedule showing the anticipated time of commencement and completion of the submission of Shop Drawings for each of the various operations to be performed under the Contract. The Contractor shall promptly prepare and submit layout, details and shop drawings of such parts of the Work as are indicated in the Specifications, or as required. The shop drawings GC-6 GENERAL CONDITIONS shall be made in accordance with the Contract Drawings, Specifications and Supplementary Drawings, if any, and shall be accurate and distinct and give all the dimensions required for the fabrication, erection and installation of the Work. The Shop Drawings, unless otherwise directed, shall preferably be on sheets of the same size as the Contract Drawings, with a '/x inch marginal space on each side and a 2 inch marginal space for binding on the left side. Shop drawings shall be numbered consecutively and shall accurately and distinctly represent the following: 1. All Working and erection dimensions; 2. Arrangement and sectional view; 3. Necessary details, including complete information for making necessary connections with other Work; 4. Kinds of materials and finishes; and 5. All other information required by the Town. Each Shop drawing shall be dated and contain: 1. the name of the Project and Contract number; 2. the descriptive names of equipment, or materials covered by the Drawings, and the classified item numbers, if any, under which it is, or they are, required; 3. the locations of points at which materials, or equipment, are to be installed in the Work; and 4. a statement that the Contractor has reviewed the shop drawing for compliance with the Contract Documents. The submission of shop drawings shall be accompanied by a letter of transmittal, in triplicate, containing the name of the Project, the name of the Contractor, and the number of drawings, titles and any other requirements. Resubmission of the same drawings shall bear the original number of the drawing and the original titles and the resubmission date. Afl•�"'f'f}rNc.c Procedure for Submittal and Assept@b of All Shop Drawings - After approval of the pGC 2 required Shop Drawing Schedule, the Contractor shall submit one clear sepia transparency and four prints of shop drawings to the Architect or designated representative for review and acceptance. A satisfactory shop drawing will be stamped "Accepted" or "Accepted As Noted" GC-7 GENERAL CONDITIONS and dated; the sepia transparency and one copy thereof will be returned to the Contractor. Should the Shop Drawing not be accepted by the Architect or designated representative it will be stamped "Rejected" or "Revise and Resubmit" and one set of such shop drawings will be returned to the Contractor with the necessary corrections and changes to be made indicated thereon. The Contractor must make such corrections and changes and resubmit one sepia transparency and four prints of the revised shop drawings for review by the Architect. The Contractor shall continue to revise and resubmit the Shop Drawings as required by the Architect until acceptance thereof is obtained. Shop Drawings which have been stamped "Accepted As Noted" need not be resubmitted. When acceptance of any Shop Drawing is obtained, the sepia transparency or other accepted shop drawing of the accepted submittal, stamped and dated by the Architect, will be returned to the Contractor for reproduction and distribution by the Contractor to the following parties: 1. Two (2) copies to the Construction Manager. 2. One (1) copy to the Town's main office. 3. One (1) copy to the Architect. 4. One (1) copy to each of the other Contractors as required. In addition to the above, copies of all shop drawing transmittal letters pertaining to shop drawings shall be sent to the Construction Manager at the same time the shop drawings are distributed to the Construction Manager. No Work called for by the Shop Drawings shall be commenced until said said drawings have been accepted by the Architect. If the Shop Drawings show variations from the Contract requirements because of standard shop practice, or other reasons, the Contractor shall make specific mention of such variations in his letter of submittal. The acceptance of Shop Drawings will be general and shall not relieve the Contractor of responsibility for the accuracy of such Shop Drawings, nor for the proper fitting and construction of the Work, nor of the furnishing of materials or Work required by the Contract and not indicated on the Shop Drawings. Acceptance of Shop Drawings shall not be construed as accepting departures from the Contract Documents, and shall not be deemed acceptance of any structural apparatus shown or indicated thereon. The shop drawing schedule shall be interfaced with the CPM Schedule. GC-8 GENERAL CONDITIONS Procedure for preparing, forwarding, checking and return of all Shop Drawings shall be generally as follows: 1. The Contractor shall make available to his subcontractors the necessary Contract Documents and have them determine dimensions and conditions in the field, particularly with reference to coordination with other trades or Work under other contracts; 2. He shall direct his subcontractors to prepare Shop Drawings for submission to the Architect, in accordance with the requirements of the Contract Documents; 3. He shall also direct his subcontractors to "Flag" corrections made on all resubmissions for acceptance, so as to be readily seen, and that the symbol "Sub," be used to identify the source of correction or information that has been added; and 4. The Contractor shall: a. Certify in writing on each shop drawing submittal that he has reviewed and will be responsible to the Town or its authorized representative, for information shown on subcontractors' shop and installation drawings and manufacturers' data, and also for conformity to Contract Documents. b. "Flag" corrections made on all submissions for acceptance, so as to be readily seen; C. clearly designate which trade is to perform the Work when the use of "Work by Others" or other similar phrases are indicated on the drawings before submission to the Architect; d. stamp submissions "Recommended for Acceptance," date and forward required copies as required by the Specifications. In order to expedite Shop drawing procedures, the Contractor shall prepare and deliver a weekly Shop Drawing status letter to the Town's field office, containing the following subject matter: 1. A list of all Shop Drawings which have been sent to, but not returned by, the Architect, giving name of the subcontractor, drawing number, title and date of submission; and 2. An indication of the desired priority of the return, if necessary. Record Drawings The Contractor shall maintain during the progress of the Work an accurate record of the Work as actually installed, on a set of reproduceables of the Contract Drawings. These Record GC-9 GENERAL CONDITIONS Drawings shall be kept at the job Site for the continuous recording of all changes from the Contract Drawings. This shall include change orders, Site conditions, inspections, meetings, decisions, drawing changes and Supplementary Drawings. The Contractor's attention is particularly directed to the necessity of keeping accurate records of all subsurface and concealed Work. Drawings should also show all connections, valves, switches, cut-outs and similar operating equipment. Each month these Record Drawings will be examined by the Construction Manager prior to recommending the approval of partial payment requisitions to ascertain that the Record drawings fully reflect the Work to date. All of the above shall be at the Contractor's expense. Final Payment shall be contingent on completion and delivery to the Town of the Record Drawings, fully showing the Project as actually constructed. Each record drawing shall bear the legend "RECORD DRAWING" in heavy block lettering, '/z" high and contain the following data: RECORD DRAWING 1. Contractor's Name Contractor's Address Made by Date 2. Checked by Date Where practical, changes from the Contract Drawings shall be conspicuously encircled or, if not practical, same must be referenced by notes on the drawings. Record Shop Drawings - If Work performed by any contractor is at variance with accepted shop drawings, the Contractor shall furnish, at his own expense, to the Construction Manager, subject to his approval, before Final Payment, revised record shop drawings showing the Work as actually completed and installed. As-Built Drawinizs - At the conclusion of the Project, the Contractor shall transfer all the changes appearing on the Record Drawings to a complete set of As-Built mylar reproduceables of the original contract drawings documents and submit same to the Construction Manager. Upon approval of As-Built Drawings, the Contractor will submit two sets of mylars, segregating one set for the Authority and one for the Town, and one set of paper prints to the Construction Manager. GC-10 GENERAL CONDITIONS The Contractor shall submit "As-Built" Drawings to the Construction Manager and Architect for approval as many times as is required until the prints are approved as reflecting the "As-Built" installation. All of the above shall be at the Contractor's expense. Final Payment to the Contractor shall be contingent on completion of the above responsibility. Shop Drawings for Permanent Records - In addition to the drawings required above, the Contractor shall submit a list of all accepted shop drawings of the Work as installed. From this list the Construction Manager will select all or some of said drawings required for inclusion in the permanent records. The Contractor shall furnish these in a bound set to the Town at the Contractor's expense. ARTICLE 5. - MATERIALS AND EQUIPMENT. Applicable Laws - All materials, equipment and types or methods of construction shall be in accordance with the Contract Documents and shall in no event be less than that necessary to conform to the requirements of applicable law. Should the requirements of the Contract Documents and applicable law differ, the more rigorous requirements shall apply. Ouality of Materials and Equipment - All materials and equipment shall be new and correctly designed. They shall be of standard first-grade quality produced by expert workmen and be intended for the use for which they are offered. Materials or equipment which, in the opinion of the Town, are inferior or of a lower grade than indicated, specified or required, will not be accepted. No materials or equipment comprised of or containing any hazardous products shall be used in the construction or incorporated into the work. All materials and equipment which are designated in the Contract Documents by a number in the catalog of any manufacturer or by a manufacturer's grade or trade name, are designated for the purpose of describing the article and fixing the standard of the quality and finish. Materials and equipment which are, in the opinion of the Architect, the equivalent to that specified, will be accepted, provided it has beeit by the Architect. Proo�'L V,e P"9r "3 eC> The submission of any material, or article, as the equal of the materials or articles set forth in the Contract Documents as a standard shall be accompanied by illustrations, drawings, descriptions, catalogs, records of tests, samples and any and all other information essential for judging the equality to the materials, finish and durability to those materials specified as the standard, as well as information indicating satisfactory use under similar operating conditions. Approval of Materials and Manufacturers - The names of proposed manufacturers, materialmen and dealers who are to furnish materials, fixtures, equipment, appliances and other fittings shall be submitted as early as possible to the Town for approval, to afford sufficient time GC-11 GENERAL CONDITIONS for proper investigation and checking. Manufacturer of Materials and Equipment - Only material and equipment which are products of a reputable manufacturer having a plant of ample capacity and which have been satisfactorily used elsewhere for the same purposes for at least three years shall be used in the Work. Dealings with Manufacturer- All transactions with manufacturers or subcontractors shall be through the Contractor unless the Contractor shall request in writing to the Town, and the Town agrees in writing, that the manufacturer or subcontractor deal directly with the Town. Any such transaction shall not in any way release the Contractor from his full responsibility under the Contract, and shall not create any privity between the Town and the Manufacturer or subcontractor. Similar Materials and Equipment to be Alike - All materials and equipment of one and the same kind, type or classification and used for the identical purpose shall be made by the same manufacturer. Standard References - Whenever reference is made to the furnishing of materials or testing thereof to conform to the standards of any technical society, organization or body, it shall be construed to mean the latest standard, code, sp cification or VIVIS tentative specification adopted and published which complies with or exceeds'�fhe buil g codes and regulations of the Town ,L of Mamaroneck or of the New York State Uniform Fire Prevention and Building Codes, and any other applicable laws, rules or regulations. Use of Abbreviations - Reference to a technical society, organization or body may be made in the Specifications by abbreviations in accordance with the following list: A.A. for Aluminum Association A.C.I. for American Concrete Institute A.G.A. for American Gas Association A.I.S.C. for American Institute of Steel Construction A.I.S.E. for Association of Iron and Steel Engineers A.N.S.I. for American National Standards Institute A.S.C.E. for American Society of Civil Engineers A.S.M.E. for American Society of Mechanical Engineers A.S.T.M. for American Society for Testing and Materials A.W.S.C. for American Welding Society Code A.W.W.A. for American Water Works Association C.I.P.R.A. for Cast Iron Pipe Research Association FED.Spec. for Federal Specification I.E.E.E. for Institute of Electrical and Electronics Engineers N.E.C. for National Electrical Code GC-12 GENERAL CONDITIONS N.E.M.A. for National Electrical Manufacturers Association S.A.E. for Society of Automotive Engineers Standards Samples of Materials - When required or requested by the Architect, four typical samples of materials and appliances, properly identified by tags, shall be submitted by the Contractor for acceptance by the Architect. Samples shall be submitted sufficiently in advance of the time when they are to be used so that rejections thereof will not delay the approved construction schedules. Accepted samples will be so labeled and dated. One accepted sample will be sent to the Construction Manager's field office, another accepted sample will be retained in the Architect's Office for record purposes, and two samples will be returned to the Contractor. Samples will be taken from various deliveries of materials to the Work. Materials, when tested or analyzed, must possess qualities equal or superior to those required by the Contract Documents, otherwise they shall be rejected. Specifying by Name - Wherever an article, material, apparatus, equipment, or process is specified by a trade name or by the name of a patentee, manufacturer or dealer, or by reference to the catalogue of a manufacturer or dealer, it shall be taken as intending to mean and specify the article, material, apparatus, equipment, or process designated, or any other, in the opinion of the Architect, equal thereto in quality, finish and durability and equally serviceable for the purposes for which it is or they are intended. Written Permission Necessary - Whenever the Contractor intends to furnish an article, material, apparatus, equipment or process as being similar or equal to that article, material, apparatus, equipment or process specifically mentioned on the Contract Drawings or in the Specifications by trade names or otherwise, he must first obtain the consent in writing of the Architect. Acceptance of Substitutions "Or Equal" Equipment, Etc. -Where the Contractor proposes a substitution to a specific manufacturer's equipment or material named in the Specifications that he believes to be equal to that specified, the following shall be submitted to the Architect: 1. Proof that the equipment and/or material offered for substitution is equal in construction and efficiency to that named in the Contract Documents shall be furnished by the Contractor to the Architect and unless the proof is satisfactory to the Architect, the substitution will NOT be accepted. 2. Any redesign necessary or resulting from the proposed substitution shall be submitted to the Architect for acceptance. The cost of such redesign shall be borne by the Contractor. 3. Any other additional cost incurred by the Town or to any other contractor as a result of the proposed substitution of equipment and/or material shall be borne by the Contractor who has proposed the substitution. GC-13 GENERAL CONDITIONS Ample Quantities - The Contractor shall deliver materials in ample quantities to insure speedy and uninterrupted progress of the Work in order to complete the Work within the Contract time. Coordination - The Contractor shall coordinate deliveries in order to avoid delaying or impeding the progress of the Work of any related Contractor. Land for Contractor's Use - The Construction Manager shall in all cases determine the portion of the Site to be used by the Contractor for storage, plant or other purposes. No Interference - If it becomes necessary to remove and restack materials to avoid impeding the progress of any part of the Work or interfering with the Work to be done by any other Contractor, the Contractor shall remove and restack such materials at no additional cost to the Town. Inspections - The Contractor shall give notice in writing to the Town sufficiently in advance of his intention to commence the manufacture or preparation of materials especially manufactured or prepared for use in or as part of the work. Such notice shall contain the date of commencement and the expected date of completion of the manufacture or preparation of such materials and a request for inspection. Upon receipt of such notice, the Town will arrange to have a representative present at such times during the manufacture as it may choose to inspect the materials, or it will notify the Contractor that the inspection will be made at a point other than the point of manufacture, or it will notify the Contractor that inspection will be waived. If testing is required at a manufacturer's plant, the Contractor shall give the Construction Manager reasonable notice prior to testing Certificates of Manufacture - When no direct test, inspection or analysis of materials, products or equipment is required at the point of manufacture, and when the Town so requires, the Contractor shall furnish to its authorized representative evidence in the form of certificates of manufacture that the materials, products or equipment to be used in the Work have been manufactured and tested in conformity with the requirements of the Contract Documents. These certificates shall include six copies of the results of physical tests and chemical analyses, where necessary, that have been made directly on the product, or on similar products being fabricated by the manufacturer. The costs of furnishing certificates of manufacture and the results of tests or analyses shall be borne by the Contractor and shall be deemed to be included in the Contract price. When materials or manufactured products comprise such small quantities that it is not practicable to make physical tests or chemical analyses directly on the materials or products furnished, a certificate stating the results of such tests or analyses of similar materials or products which were concurrently produced may, at the discretion of the Town, be considered as the basis for the acceptance of such materials or manufactured products. However, the acceptance of such materials by the Town shall not relieve Contractor from his obligation that the materials or products meet or exceed the Requirements of the Contract Documents. GC-14 GENERAL CONDITIONS No Shipping Before Inspection - The Contractor shall comply with the foregoing before shipping any material. Testing Compliance - The testing personnel shall make the necessary inspections and tests. The reports thereof shall be in such form as will facilitate checking to determine compliance with the Contract Documents and shall have indicated thereon all the analyses an/or test data and interpreted results thereof. Reports - Six (6) copies of the reports shall be submitted and authoritative certification thereof must be furnished to the Town as a prerequisite for the acceptance of any material or equipment. Rejections - If, in making any test or inspection, it is ascertained by the Town that the material or equipment does not comply with,the Contract Documents, the Contractor will be notified thereof and he will be directed to refrain from delivering said material or equipment, or to promptly remove it from the Site or from the Work and replace it with acceptable material, without cost to the Town. Upon rejection of any material or equipment submitted as the equivalent of that specifically named in the Contract Documents, the Contractor shall immediately proceed to furnish the designated material or equipment, at Contractor's sole cost and expense. Costs of Tests Borne by Contractor - Where tests or analyses are specifically called for in the Contract Documents, the cost thereof shall be borne byte Cor�tr -,tor a�ndWs i 111L be deemed to be included in the Contract price, except as otherwise speci�'ie�. materials and equipment submitted by the Contractor as the equivalent of that specifically named in the Contract and rejected for noncompliance, the Contractor shall reimburse the Town for expenditures incurred in the making of tests to determine compliance. Exp-El'C Al, OV'-CP-3Ne ftvn•d Costs of Tests Borne by Town Where the Town makes tests to determine compliance A'004?- with the Contract Documents regarding materials or equipment and where said materials or equipment are found to be in compliance with the requirments hereof, as a result thereof, the Town will bear the cost of such tests. Testing and Approval Not a Basis for Delay - The time spent in obtaining approval of Working drawings, samples, equipment or other data which do not conform in every respect with the Contract Documents will not be considered as the basis for a claim for an extension of the Contract time. ARTICLE 6. - TEMPORARY STRUCTURES. Contractor's Field Office - The Contractor shall furnish and maintain at the Site, during the entire period while his work is in progress, including any required relocations, a field office GC-15 GENERAL CONDITIONS PrPp of fireproof construction with a telephone. Readily accessible copies of the Contract Documents, latest accepted shop drawings and any other documents, test results, etc. which are required hereunder shall be kept at such office of the Contractor. Private Property - If the Contractor obtains permission to temporarily occupy property adjacent to the Work, he shall provide the Construction Manager with certified copies of agreements which permit the use of such land, and insurance certificates covering the use of such property. Obstructions, Access - The Contractor shall not obstruct any street, highway or access thereto from private property except as otherwise specified. The necessary facilities and safeguards to comply with this requirement shall be provided and maintained at the expense of the Contractor. Trespassiniz Prohibited - All employees and subcontractors of the Contractor are prohibited from trespassing on private or public property, except where the law permits such entrance. Should entrance on such property be required (i.e. to protect adjacent structures), Contractor shall give ample notice to the owners and users of such property before entering thereon. ARTICLE 7.- CONTRACTOR'S SUPERINTENDENT. The Contractor shall employ and retain at the Site of the Work, from the commencement until the completion of the Work, a superintendent acceptable to the Town, and competent and capable of maintaining proper supervision and care of the Work, and who, in the absence of the Contractor, and irrespective of any superintendent or foreman employed by any subcontractor, shall be authorized to and shall carry out the directions of the Construction Manager. ARTICLE 8. - SURVEYS. Lines and Grades - All Work shall be constructed according to the lines and grades shown on the Contract Drawings and as approved by the Construction Manager and Architect. The Town will establish baselines and bench marks, and the General Construction Contractor shall be responsible to maintain and reestablish, if necessary, such baselines and bench marks as established, for the use of all other Contractors and subcontractors. The Contractor shall establish all other lines, elevations and grades required for the Work, and be solely responsible for the accuracy thereof. The Construction Manager shall be notified prior to the establishment of any line, elevation or grade. GC-16 GENERAL CONDITIONS Safeguarding Marks - The Contractor shall safeguard all points, stakes, grade marks, monuments, lines and bench marks made or established on the Work, by whomever placed, and shall bear the cost of reestablishing same if disturbed, and bear the entire expense of rectifying Work improperly installed as a result of his failure to do so, or due to his removing, without authorization, such established points, stakes, lines, marks and monuments. Survey Before Completion of Structure - The Sitework Contractor shall file with the Department of Buildings where the Work is being done, at its cost and expense, a survey by a duly licensed surveyor showing the location of the new structures before completion of the structures. This survey shall show the location of the structures, the elevation of the first floor, the finished grades of the open spaces on the site, the established curb level and the location of all other structures on the site, together with the location and boundaries of the lot or site upon which the structures are constructed and also identify any deviations from the Contract Documents. One copy of the application and the survey shall be filed with both the Construction Manager and the Architect. ARTICLE 9. - SLEEVES AND HANGERS. When the Contract Documents, for either permanent or temporary work, requires the placing of conduits, saddles, boxes, cabinets, sleeves, inserts, foundation bolts, anchors and other similar Work on floors or walls of buildings and structures, they shall be properly installed in conformity with the construction documents. The Contractor who erects the floors and walls shall facilitate such Work by fully cooperating with the Contractors responsible for installing such appurtenances. The Contractor responsible for installing such Work shall perform the Work in strict conformity with the approved CPM Schedule and avoid interferences with the Work of other Contractors. If the manner in which such Work is performed causes delay, or if such appurtenances are not installed on time, construction shall proceed as scheduled and all cutting and/or restoration resulting from such conditions, or damages or costs from such delay incurred by other contractors or the Town shall be at the expense of the installing Contractor. ARTICLE 10. - CUTTING AND RESTORATION. Whenever it becomes necessary to cut existing Work, the location and size of cut and method of cutting shall be as approved by the Construction Manager. Adjacent Work shall not be unnecessarily damaged. On completion of the cutting, all affected areas shall be restored to the satisfaction the Construction Manager. ARTICLE 11. - GENERAL ELECTRICAL AND MECHANICAL REQUIREMENTS. GC-17 GENERAL CONDITIONS Equipment - Equipment and appurtenances shall be designed in conformity with A.S.M.E. and I.E.E.E. standards and shall be of rugged construction and of sufficient strength to withstand all stresses which may occur during fabrication, testing, transportation, installation and all conditions of operation. Adequate stays, braces and anchors shall be provided. All bearings and moving parts shall be adequately protected against wear by bushings or other approved means and shall be fully lubricated by readily accessible devices. Details shall be designed for appearance as well as utility. Protruding members,joints, corners, gear covers and the like shall be finished in appearance. All exposed welds shall be ground smooth and the corners of structural shapes shall be mitred. All machinery and equipment shall be safeguarded in conformity with the safety codes of the A.N.S.I. and the New York State Industrial Code. All electric motors shall be designed to conform to I.E.E.E. standards. Characteristics of electrical energy and source of supply are given in the Technical Specifications. Electric current at the Site of the Work is subject to commercial loads and operating variations. Equipment comprising several electrically operated devices shall be furnished completely wired and shall include electrical appliances, conduits and connections which are integral parts thereof. Such connections shall terminate in a junction box of ample size. Electrical equipment shall be supplied only by manufacturers who maintain service stations or spare parts stocks in the New York metropolitan area. Service and stock shall be adequate for the equipment supplied, and evidence of such facilities shall be presented when the equipment is submitted for approval. Mechanical equipment manufactured outside the continental U.S.A. shall be supplied only by manufacturers who maintain acceptable service stations and spare parts stocks within the continental U.S.A. Service and stock shall be adequate for the equipment supplied and evidence of such facilities shall be presented when the name of the manufacturer is submitted for approval. Accessories Included - The Contractor shall furnish, install and protect all necessary guides, track rails, bearing plates, anchor and attachment bolts and all other appurtenances needed for the installation of the devices included in the equipment specified. Anchor bolts shall be made of ample size and strength for the purpose intended. Suitable templates and Working drawings for installation shall be furnished. The Contractor shall furnish with each piece of equipment, two complete sets of suitably marked special tools and appliances which may be needed to adjust, operate, maintain or repair the equipment. He shall submit, for approval by the Construction Manager, a complete list of the special tools and appliances to be furnished. All spare parts shall be furnished as herein specified. Approval of necessary electrical equipment not specified in detail is contingent on furnishing and installing such equipment GC-18 GENERAL CONDITIONS complete with all appurtenances, enclosures, means for connecting to power supply and supporting structures, spare parts, special tools and appliances. Contractor's Working Equipment - The Contractor shall have on hand sufficient equipment and machinery of ample capacity to facilitate the Work and to handle all emergencies normally encountered in Work of this character. Installation of Equipment - Equipment shall be erected in a neat and Workmanlike manner on the foundations at the locations and elevations shown on the Contract Drawings, unless directed otherwise by the Architect during installation. All equipment shall be correctly aligned, leveled and adjusted for satisfactory operation and shall be installed so that proper and necessary connections can be made readily between the various units and the piping and equipment installed under other Contracts. Equipment to be Installed by Others - When equipment furnished under this Contract is to be installed by others, this Contractor shall fully cooperate with and make deliveries to the installing Contractor in ample time to maintain the progress established in the approved CPM Schedule. Excessive Loadings - Floors and slabs shall not be subjected to excessive concentrated loads and in no case shall the maximum safe loads be exceeded. While under construction, the buildings shall not be loaded with materials in such manner as to create an unsafe condition. Weldine - All structural fusion welding and gas cutting shall conform to the requirements of the A.W.S.C., the N.Y.B.C. and the B.S. & A. Operating Instruction - The Contractor, through qualified individuals, shall adequately instruct designated employees of the Town in the operation and care of all equipment installed hereunder. Damage During Tests and Instruction Periods - The Contractor shall be fully responsible for the proper operation of equipment during tests and instruction periods and he shall neither have nor make any claim for damage which may occur to equipment prior to the time when the Town formally takes over the operation thereof and issues its Certificate of Final Acceptance. Work May b� e Rejected at Any - If at any time an inspection, test or analysis of Work reveals faulty design, inferior or defective materials, poor workmanship, improper installation, excessive wear or non-conformity with the requirements of the Contract Documents, such Work will be rejected and shall be replaced with satisfactory Work at the Contractor's expense. Electrical appliances which have been exposed, to or injured by, water shall be thoroughly dried out and put through a special dielectric test as directed by the Construction Manager, or shall be replaced by the Contractor, all at his own expense. GC-19 GENERAL CONDITIONS Requirements of Electrical Work and Electric Equipment - Electrical Work and electrical equipment shall be installed and shall be subject to approval, inspection and test by the Architect's Engineer. Final acceptance and approval by the Engineer will be contingent upon approval of all electrical Work under the Contract by all Authorities having jurisdiction. Service of Manufacturer's Engineer - The Contract Price shall include the cost of furnishing a competent and experienced engineer or superintendent from the company manufacturing the equipment, who shall assist the Contractor, when required, to install, adjust and test the equipment in conformity with the Contract Documents. After the equipment is placed in permanent operation by the Town, such engineer or superintendent shall, at contractors cost and expense, make all adjustments and tests required by the Construction Manager to prove that such equipment is in proper and satisfactory operating condition. ARTICLE 12. - EQUIPMENT FIELD TESTS Preliminary Field Tests (Equipment) - As soon after the installation of equipment as is feasible, prior to the final field test (equipment) and to make sure that the equipment is ready for that test, the Contractor shall make preliminary field tests of the equipment and appliances furnished. Contractor shall obtain, at his cost and expense, the services of a representative of the manufacturer of the equipment being tested who shall be present during the preliminary field tests (equipment). All preliminary field tests of the equipment will be witnessed by the Construction Manager. The Contractor shall furnish electric energy, pay for necessary meter installation and for any temporary maintenance connected with the furnishing of electric power for the tests, furnish temporary electric connections and controls, fuel, lubricants, other materials, instruments and all labor needed for the tests. Final Operation Test - Upon completion of the Work and prior to the granting of Substantial Completion status by the Architect, and after the equipment and all accessories have been installed, connected and individually tested, a final operation test shall be made in the manner directed by the Construction Manager. The completion of installation of the equipment and accessories and the individualized testing of same shall be deemed to be a condition of operational readiness of the equipment. Therefore, the final operation test shall be construed to be a test of the entire system under conditions equal to those found on a typical workday at the Site. The purpose of this test is to determine, under actual running conditions, the compliance of equipment and accessories with the requirements of the Contract Documents and to train and instruct operating personnel. The final operation test shall be conducted 24 hours per day for two consecutive calendar days. If, for any reason, one or more of the pieces of equipment have not, during the two day period, operated continuously for 48-hours, the test shall be extended by the time period GC-20 GENERAL CONDITIONS necessary to fulfill these minimum requirements for each piece of equipment. The Contractor shall furnish fuel and lubricants and all other labor, materials, equipment and instruments necessary for the testing of the equipment and accessories which were furnished and installed by them. The tests will be run under the supervision of the Construction Manager, and all Contractors will be required to cooperate and coordinate with each other in the final operation test. In case of failure of equipment from any cause whatsoever, all defective parts shall be replaced or corrected by the Contractor, at his cost and expense, and an extra test or tests shall be made at his cost or expense until the operation is satisfactory. At the conclusion of the operating test, the Contractor shall inspect and restore, as required, the entire system to first-class operating condition as determined by the Construction Manager. The above Article 12 may be modified, superseded, or deleted in whole or by the Technical Specifications or the Contract Documents. ARTICLE 13. - CLEANING. As the Work progresses and also before the completion and Final Acceptance of the Work, the Contractor shall remove all rubbish and unused materials resulting from the Work and shall leave the structures and grounds in a neat a condition satisfactory to the Construction Manager. Prior to Final Acceptance, the Contractor shall also remove all temporary structures which he may have erected for his own use. ARTICLE 14. - CONTRACTOR'S DAILY REPORTS. As soon as the Contractor has started Work on the Project, he shall submit on a daily basis to the Construction Manager written daily reports of the Work performed the previous day by any of his employees, including the employees of his sub-contractors. The reports shall be prepared by the Contractor's Superintendent and shall bear his signature. Each report shall contain the following information: 1. The type of work, materials and/or equipment being performed and installed by the Contractor and the total number of employees Working in each category on that particular day, including the location on the site where the work is being performed. 2. The names of the subcontractors Working and the type of work, materials and/or GC-21 GENERAL CONDITIONS equipment being performed and installed by each, together with the number of employees Working for each subcontractor on that particular day, including the location on the site where the work is being performed. 3. The construction equipment being used by each Contractor and/or subcontractor and the tasks being performed. 4. The names and companies of any visitors, their business on the site, and a list of all inspections made. ARTICLE 15. - SECURITY. All Contractors shall be responsible for safeguarding and protecting their own Work, materials, tools and equipment. ARTICLE 16. - CERTIFICATES OF OCCUPANCY AND/OR COMPLETION. Before Substantial Completion of each of the Project structures, the Contractor for General Construction will file an application for a Certificate of Occupancy with the Department of Buildings of the Town of Mamaroneck. In connection with the application for Certificate of Occupancy, and before Final Payments are issued, each Contractor shall arrange for all final inspections of its work by the Department of Buildings, other Governmental agencies, and any other agency having jurisdiction, and shall satisfy such Agencies oe entities in order that a Certificate of Occupancy is procured without delay. ARTICLE 17. - PROJECT MEETINGS All Contractors are alerted to the importance of coordination and cooperation amongst themselves. It is essential to the expeditious completion of this Project that the Contractors meet at an early stage in the Work for the purpose of allocating their space requirements in such areas where their installations are in close proximity, or are likely to be in conflict or interfere one with the other, and to set up regular meetings as shop drawings are developed. The meetings shall be for the purpose of modifying Work schedules and to arrive at an orderly sequence of operations agreeable to all Contractors concerned and to adjust conflicts, Work agreements, etc., so that Work stoppages and delays may be avoided, and for the purpose of preparing coordination drawings for the use and guidance of each Contractor. The meetings will be arranged by the Construction Manager and shall be separate from, and in addition to, the regular job progress meetings. If it is desired that the Architect be present at such meetings, a request to this effect should be directed to the Construction Manager. GC-22 GENERAL CONDITIONS The Contractors' representatives at the meetings shall have the knowledge, experience and authority to make any necessary decisions and their statements shall commit the Contractors to the agreed procedures, sequence of operations and time schedules. Failure to be properly represented by a duly authorized representative at any of these meetings (when scheduled by the Construction Manager) shall subject the absent Contractor to liability for any and all damages, delays, costs or alterations, etc. which result from the fact that he or his representative was not present to coordinate his Work with the Work that was scheduled, arrangements agreed upon, or procedures developed at the meeting or meetings in question. Any offending Contractor will be held to strict accountability for failure to attend and effectively participate in these coordination meetings. If, for compelling reasons, a Contractor finds that he or his representative cannot attend a scheduled meeting, he shall give timely notice to the Construction Manager so that the meeting may be rescheduled, if possible. The Construction Manager will give to each Contractor timely written notice of the time and place and agenda of each such scheduled meeting. Any Contractor may initiate a meeting by addressing a request for same to the Construction Manager. Where procedures have been agreed upon and coordination drawings accepted by all Contractors concerned, it shall become binding upon all Contractors to follow the drawings and procedures, both as to time and performance, and no request for an extension of time for performance or claim for damages by Contractor will be entertained by the Town if he fails to comply. The Contractors shall maintain at the Site sufficient competent personnel for the purpose of preparing layout and coordination drawings. Where such drawings are to be prepared by subcontractors, the subcontractor shall have the required personnel on Site. In this way, on Site conditions can be measured and assessed and proper, practical solutions found for problems arising from interferences, etc., and proper coordination among trades can be achieved expeditiously. A responsible supervisor from the staff of each Contractor shall supervise the Work of his Contract. Each Contractor shall provide his own drafting equipment and supplies. ARTICLE 18. - PUBLIC DISSEMINATION OF INFORMATION. The Contractor agrees that he will not publish, cause to be published, or otherwise disseminate any information of whatever nature relating to the Work being performed under the Contract except as may be approved by the Town in writing. GC-23 SUPPLEMENTARY GENERAL CONDITIONS ARTICLE 1. - JOB SITE ADMINISTRATION. Job Progress Meetings - Job progress meetings to coordinate the efforts of all concerned so that the Work proceeds without delay to completion, as required by the Contract, shall be held weekly as scheduled by the Authority or the Construction Manager. An officer of the Contractor or the Contractor's duly authorized representative, and such Subcontractors as required by the Construction Manager or the Authority shall be present at all job progress meetings. The Contractor shall be prepared to answer questions on progress of the work, workmanship, approvals required, delivery of material and other subjects concerning the Work. CPM Update Meetings - CPM Update meetings shall be held not less than once every month as scheduled by the Authority or the Construction Manager. These meetings will be held in accordance with the CPM Progress Schedule requirements of the Construction Documents. Project Coordination Meetings - In addition to job progress meetings, the Construction Manager shall schedule and hold Project Coordination Meetings at regularly scheduled times and as required to properly interface the Work of all trades. All Contractors, their subcontractors, materialmen and vendors whose presence is necessary will be required to attend when such meetings are called. Inasmuch as the completion of the Project within the prescribed limit of time is dependent upon the close and active co-operation of all those engaged thereon, it is expressly understood and agreed that the Contractors shall lay out and install their Work at such time or times and in such a manner that will not delay or interfere with the carrying forward of the work of all of the Contractors working on the site. In the event of any dispute arising as to possible or alleged interference between the various Contractors which may retard the progress of the Work, the same shall be adjusted by the Authority, whose decision as to the matter in question, and as to the manner in which the matter may be adjusted, shall be binding and conclusive on all parties. The Construction Manager shall preside over all meetings and shall record the minutes thereof. Copies of the printed minutes shall be furnished to all Contractors, the Authority and attendees. All decisions, instructions and interpretations given by the Authority or the Construction Manager at these meetings shall be binding and conclusive on the Contractor. SC-1 SUPPLEMENTARY GENERAL CONDITIONS All decisions, instructions and interpretations given by the Town or the Construction Manager at these meetings shall be binding and conclusive on the Contractor. ARTICLE 2. - SAFETY. The Contractor shall comply with all applicable laws, ordinances, rules, regulations and orders of any public authority having jurisdiction for the safety of persons and property, protecting them from damage, injury or loss. The Contractor shall maintain, as required by conditions and progress of the work, safeguards necessary for safety and protection, including but not limited to barricades, lighting, posting of danger signs and other warnings against hazards. Where prevention of construction accidents is not regulated by code or ordinance, Contractor shall comply with the "Manual of Accident Prevention in Construction" of the Associated General Contractors of America. The Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Scaffolds and hoisting systems shall be erected in accordance with requirements of Local, State and Federal Laws and regulations. The Contractor shall designate in writing a person or persons to be responsible to attend safety meetings and enforce safety requirements as directed by the Construction Manager. All Contractors shall provide at the site a first aid kit of articles and medications adequate for providing First Aid Treatment to anyone injured in connection with the Work. In the event of failure of the Contractor to comply with requirements of all Federal, State and local safety laws, the Construction Manager may order all work stopped in the area of violation until corrected, and may exercise any other right or remedy set forth in the Contract Documents, including the right to declare Contractor in default of the Contract. The Contractor will be responsible for all fines and penalties levied by governing agencies for violations of this Article and of any laws, rules, ordinances, or regulations relating to the conduct of his Work. Reports of Accidents and Claims: The Contractor shall submit, within 24 hours, written reports of all accidents arising out of performance of the Work, which reports shall be submitted on printed forms provided by the Town, and will include full details, and statements of witnesses, if any. The Contractor shall report immediately, by telephone or messenger, to Construction Manager and the Town, all accidents resulting in death, serious personal injury or serious property damage. He shall follow-up with a written report, as defined above, within 24 hours. SC-2 SUPPLEMENTARY GENERAL CONDITIONS ARTICLE 3. - CONDUCT OF OPERATIONS At all times during the life of the Contract, the Contractor shall conduct operations, including all trucking operations, at the Project Site and at the access to the Site in such a manner so as not to endanger, inconvenience or interfere with occupants of adjoining properties. Parking for workmen's automobiles or trucks will not be permitted on the Site or on Hommocks Road. Access routes to, from and within the Site shall be as directed by the Construction Manager. All pavements, sidewalks, roads, streets and approaches to fire hydrants and siamese connections shall be kept clear at all times. When street Work is required, the Contractor requiring same shall provide a flag person or persons. No vehicles, equipment or materials shall be permitted to stand, park, unload or be left on Hommocks Road. Conduct of all operations on the Project Site shall be at the acceptance and approval of the Construction Manager. ARTICLE 4. - CONTRACTOR'S SIGN. The Contractor shall post on the outside of his field office, a legible sign giving full name of the company, address of the company and a telephone number(s) of responsible representative(s) of the firm who can be reached in event of an emergency on a 24 hour basis. ARTICLE 5. - PERMITS The Contractor shall make the necessary arrangements for, and obtain all permits for his work. ARTICLE 6. - ACCESS TO FIRE HYDRANTS AND FIRE ALARM BOXES. Wherever the Work is being carried on, free access shall be given to every fire hydrant and fire alarm box. Obstructions shall not placed within 15 feet of any fire hydrant or fire alarm box. SC-3 SUPPLEMENTARY GENERAL CONDITIONS ARTICLE 7. - FIRE PROTECTION. The General Construction Contractor shall install and maintain sufficient fire-fighting equipment of suitable types to provide ample firefighting protection on the Site for any type of fire which might occur. The equipment shall always be filled, in good condition, and in readily- accessible locations. Carbon tetrachloride, methyl bromide and other toxic chemical extinguishers shall not be used. Fire protection equipment shall comply with the applicable requirements of OSHA, Part 1926, and any other applicable codes, rules or regulations, and shall be acceptable to the local Fire Department authorities. Construction personnel shall be instructed as to the location and proper use of the fire protection equipment. All fire protection equipment shall be removed from the premises upon completion of construction. All operations involving burning metal shall be discontinued one-half hour prior to the normal time of cessation of each day's Work and water shall be applied to such burned metal for one-half hour after the cessation of such Work. ARTICLE 8. - PROTECTION OF STREET LIGHTING SYSTEMS. The existing street lighting systems shall remain intact during the performance of the Work. If a street lighting system interferes with the Work of any Contractor, said Contractor shall be responsible for the expense of removing, relocating and replacing all equipment necessary to reinstate the system to proper operating conditions. The Contractor shall be liable for any damage caused by him to the street lighting systems. At all times the Contractor shall provide vehicular access to street lighting systems for lighting maintenance vehicles. SC-4 SUPPLEMENTARY GENERAL CONDITIONS ARTICLE 9. - PROTECTION OF FINISHED SURFACES. The Contractor shall protect his finished Work, including the sides and soffits of all openings, used as passageways or through which materials are handled, against any possible damage resulting from the performance of other Work. All finished surfaces, including factory-finished and job-finished items, shall be clean and unmarred upon final completion of the Work. The Contractor shall, without extra compensation, refinish all such surfaces which prove to have been inadequately protected and/or are damaged prior to completion and final acceptance of the Work. Tight wood sheathing shall be laid under materials that are to be stored on finished concrete surfaces. Reinforced non-staining kraft building paper and plywood or planking shall be laid over finished floor surfaces in heavily trafficed areas. Roof surfaces shall not be subjected to traffic nor shall they be used for storage of materials. Where activity must take place, adequate protection shall be provided. ARTICLE 10. - TEMPORARY PROTECTION, SCAFFOLDING, TEMPORARY FENCE, HOIST & LADDERS. The Contractor shall comply with the provisions of all agencies and departments having jurisdiction, the Building Code, Reference Standards, Rules and Regulations of the Department of Buildings, the Administrative Code and local laws pertaining to the Safety of Public and Property during Construction Operations, including applicable provisions of the Occupational Safety and Health Administration, in the performance of his Work. The General Construction Contractor shall provide and maintain, in compliance with all the requirements referenced above, adequate barriers or coverings for all floor openings, hatch ways, stair openings, shafts and pipe slots. These barricades shall be posted with a "DANGER" Notice, and, if a shaftway, a "DANGER-OPEN SHAFT" Notice. Coverings over small openings shall be cleared and secured against inadvertent movement. When a floor covering or barrier is removed to gain access to a portion of the Work, it shall be the responsibility of the Contractor who removed the covering or barrier to properly replace the protection and provide adequate protection during the period of its removal. Coverings over floor openings shall not be used for storage or Work platforms. SC-5 SUPPLEMENTARY GENERAL CONDITIONS Scaffolding - Each Contractor shall furnish and securely set scaffolding required for his Work. Scaffolding shall be of good and sound materials of adequate dimensions for its intended use and substantially braced and tied to insure absolute safety for those required to use it. Ladders and Stairs - General Construction Contractor shall provide and maintain ladders or temporary stairs as required. The ladders or temporary stairs shall be of acceptable size, number and location so that proper and convenient access may be had by those required to all parts of the buildings. Ladders shall be maintained in satisfactory condition. Defective ladders shall be removed immediately from the job Site. No makeshift or repaired ladder will be permitted on the job Site. Temporary Fence - General Construction Contractor shall maintain the perimeter construction fence as erected by the Authority. Such fence shall be maintained until the General Construction Contractor is authorized to remove it by the Construction Manager. All removed fence material shall be delivered to the Authority as directed by the Construction Manager. Hoists - The Contractor shall provide adequate material hoists for the most expeditious performance of all parts of his Work. Said hoists may be located at the exterior sides of the structure, but shall be constructed at such locations as will not interfere with the Work of other Contractors. ARTICLE 11. - ACCESS DOORS. A. Access doors shall be provided to permit easy access to concealed plumbing, mechanical or electrical equipment requiring access for operation or maintenance. Each Contractor shall furnish all access doors for his equipment, except crawl space access doors which shall be furnished by the General Construction Contractor. All other access doors shall be delivered to the General Construction Contractor for installation. B. Access doors shall be complete with flush frames, concealed hinges and catches. Doors and frames shall have a fire rating equivalent to that required by the applicable Building Code. C. Access doors, shall be chemically cleaned and shop painted with one coat of prime paint and a second coat of rust inhibitive paint. The final finish coat of paint shall be field applied by the General Construction Contractor. SC-6 SUPPLEMENTARY GENERAL CONDITIONS ARTICLE 12. - PIT COVERS. Pit or manhole covers and frames shall be furnished and installed by the Sitework Contractor. ARTICLE 13. - PAINTING. A. Equipment, piping, ducts, conduits and accessories shall be painted as specified under the various Contracts. B. Prime coats shall be provided by the Contractor whose equipment requires painting and shall be touched up by him in the field after installation. C. Except where otherwise specified, the finish coats on exposed equipment, conduit, ducts, pipes, etc, shall be provided by the General Construction Contractor. D. Any final coat required on concealed or buried equipment, piping, conduit or ducts shall be provided by the Contractor whose equipment requires the painting. ARTICLE 14. - RODENT AND VERMIN CONTROL. The General Construction Contractor shall take all necessary precautionary measures to keep the Job Site free from rodents during construction operations. All food scraps and other debris attractive to rodents shall be placed in sealed containers and disposed of in an approved manner at the end of each working day. If rodents, roaches, water bugs, fleas, lice or vermin of any kind are found on the premises, the General Construction Contractor shall engage and pay for the services of a licensed pest control service to free the premises of such vermin, and furnish the Town with an affidavit as hereinafter specified. Before Final Acceptance of the buildings, the General Construction Contractor shall furnish to the Town a statement, in affidavit form, signed by a pest control service licensed by the Westchester County Health Department, in form satisfactory to the Town, to the effect that the buildings and the Site are entirely free from rodents, roaches, water bugs, fleas, lice and vermin of every kind. ARTICLE 15. - EXISTING CONDITIONS. The Contractor acknowledges that he has familiarized himself with the nature and location of the Work, the configuration and existing conditions of the Site, and of any existing structures, and the character of equipment and facilities required for the execution of the Work. SC-7 SUPPLEMENTARY GENERAL CONDITIONS The Contractor further acknowledges that he has familiarized himself with the character, quality and quantity of surface and subsurface materials or obstacles to be encountered during the performance of this Contract, insofar as such information is reasonably ascertainable from the inspection of the Site and from information presented by the Drawings and Specifications included in this Contract. No claim for any Extra Work occasioned by the Contractor's failure to familiarize himself with such existing conditions shall be asserted against or entertained by the Town. ARTICLE 16. - OVERTIME WORK BY CONTRACTOR. The Town reserves the right to order, and pay for, overtime work when, in its opinion, such work is necessary to avoid delays to the Project which are not due to the fault or default of the Contractor. No overtime Work or additional shift Work initiated by the Contractor will be permitted unless previously authorized in writing by the Construction Manager. In any event, the cost of overtime initiated by Contractor shall be borne entirely by the Contractor. Except in case of an emergency involving danger to persons or property, requests for overtime Work or additional shifts shall be submitted to the Construction Manager at least five (5) days in advance of the requirement therefor. ARTICLE 17. - RUBBISH REMOVAL. The General Construction Contractor shall employ all laborers required to maintain a neat and safe Site, provide for rubbish removal, and to provide for sanitary conditions both in Project buildings and temporary toilet facilities. The General Construction Contractor shall provide the following services: 1. Clean the enclosed structures daily. 2. Remove from the Site rubbish and waste products placed into containers. 3. Avoid accumulations of flammable debris by removing rubbish promptly. Take precautions necessary to prevent fire. Closely supervise the safe storage of paint materials and other combustible products. SC-8 SUPPLEMENTARY GENERAL CONDITIONS All Contractors working on the site shall place all waste products, rubbish and debris of the Work performed by them into containers provided for that purpose by the General Construction Contractor. Such containers shall be placed at locations as convenient to the Work as shall permit accessibility to the exterior of the buildings. Rubbish shall not be thrown from the windows or other parts of the buildings. The Sitework Contractor shall be responsible for the removal and disposal from the Site of all debris and excess materials resulting from his Work. ARTICLE 18. - POLLUTION CONTROL AND WATER CONTROL. The Sitework Contractor shall: A. Comply with all Laws, Rules, Ordinances and Regulations governing pollution control, including but not limited to those of the Department of Environmental Conservation of the State of New York; and, B. Take all necessary precautions including, but not limited to, digging and maintaining settling basins and dams; diverting streams, and taking all other actions that may be necessary to prevent silt and waste of any kind from being deposited, and/or silting and reduction of quality of streams below the construction area and downstream properties as a result of the Work. The Sitework Contractor shall keep the Site clear and clean, and shall prevent the accumulation of dirt and debris on adjacent streets, sidewalks and public areas by cleaning on a daily basis, as needed. He shall also be responsible for providing, maintaining and operating pumps required to keep the Work free from water at all times. He shall dispose of all water with due care and shall not infringe on the rights of others on the Site, of adjacent property owners and of the public. All costs in connection with the removal of such water shall be paid by the Sitework Contractor. The Sitework Contractor shall, at all times, act in accordance with Local Law 8-1992 of the Town of Mamaroneck. All Contractors shall: A. Refrain from the disposal of volatile fluid wastes into storm or sanitary sewer systems, approved sewage disposal system or any waterway; B. Refrain from burning trash or waste materials; and, SC-9 SUPPLEMENTARY GENERAL CONDITIONS C. Shall from time to time, as necessary, and as directed by the Construction Manager, wet down areas in order to prevent dusting conditions during the course of his Work. ARTICLE 19. - ON-SITE AND OFF-SITE QUALITY CONTROL. INSPECTION AND TESTING SERVICES - Various Contractual provisions require that the Contractor provide inspection and testing services. Unless otherwise provided herein, these services shall be provided by an independent testing Laboratory retained and paid by the Town. The testing services shall be subject to the following requirements: 1. The Laboratory shall make and witness the required on-Site and off-Site inspections and tests. 2. The Laboratory representatives shall report directly to the Construction Manager. 3. No tests shall be performed by the Laboratory without the authorization of and notice to the Construction Manager. REPORTS - The Laboratory shall prepare, conduct and submit all inspections, tests and test reports required in the various standards and specifications referenced in the Technical Specifications. 1. The inspection reports shall be prepared on forms approved by the Construction Manager. 2. The Laboratory shall file with the Construction Manager signed copies of all required inspection and test reports, together with the Laboratory's signed statement that the material and its use or incorporation into the Work are in compliance with the requirements of the Contract Documents, and any applicable law or standards contained in any government or industry register, code, rule or regulation. 3. In addition to the copies of reports filed with the Construction Manager, the Laboratory shall make the following distribution of all reports (a) Two copies to Town. (b) One or more copies, as required, to the Contractor. 4. The distribution of all copies shall be indicated on all copies. SC-10 SUPPLEMENTARY GENERAL CONDITIONS 5. The Laboratory shall immediately notify the Contractor and the Construction Manager of any test results which do not conform to Specification requirements. ARTICLE 20. - GUARANTEES. ADDITIONAL GUARANTEES - In addition to the guarantee of the Work as stipulated in Article 23 of the Contract, the Contractor hereby guarantees the following portions of the Work for the periods stated, said periods to start concurrently with the one-year guarantee period. CONTRACT NO. 1 - SITEWORK CONTRACT NO. 2 - GENERAL CONSTRUCTION WORK: SECTION NO. TITLE PERIOD (years) S Am ?7 CONTRACT NO. 2 - PLUMBING WORK S tot> #2} CONTRACT NO. 3 - HVAC WORK Gov, Aoo CONTRACT NO. 4 - ELECTRICAL WORK s Apo*; SC-11 SUPPLEMENTARY GENERAL CONDITIONS ARTICLE 21. - CONSTRUCTION LOADING OF PERMANENT STRUCTURE. Where any Contractor intends to use the partially or fully completed permanent structure for the temporary support of construction equipment or storage of materials, an investigation of the structure shall be made to determine its adequacy. Under no circumstances shall the structures be loaded in such manner as will cause the structure to be unsafe, or to shift out of plumb, true and square, or to rack, twist or distort. Strengthening of the structure shall be designed and implemented so as to support the temporary construction loads in a safe manner and so as to prevent racking, twisting or distortion of the structure. Prior approval shall be obtained from the Town before proceeding with such strengthening. Such investigation and design shall be the responsibility of the Contractor and shall be performed by a Professional Engineer licensed in the State of New York. A report summarizing such investigation shall be prepared and two copies submitted to the Construction Manager. ARTICLE 22. - TEMPORARY WATER. The Authority shall pay for all water utilized during construction. The Plumbing Contractor shall: 1. Provide and maintain a temporary water system of a size and capacity as required by the Contract Documents. 2. Provide and maintain any special metering and piping required by the Agency having jurisdiction, and provide and pay for all connections and permits. 3. Provide and maintain hose bibs located as indicated on the mobilization drawing and/or as directed by the Construction Manager. 4. Provide and maintain a temporary water system so that service shall be operational during normal working hours Monday through Friday, inclusive, and shall continue until Final Acceptance of the Work, or until these services are ordered terminated by the Construction Manager. SC-12 SUPPLEMENTARY GENERAL CONDITIONS 5. The Permanent water lines may be used for a temporary water supply, subject to approval by the Construction Manager; however, the permanent water service shall be turned over to the Authority in perfect condition. Any repairs required due to temporary use shall be made at the sole expense of the Plumbing Contractor and he shall protect all temporary and permanent lines against any damage. All temporary lines subject to freezing are to be electrically traced and shall be insulated with 1/z" fiberglass. 6. Remove all temporary lines when directed by the Construction Manager. 7. Provide and maintain temporary plumbing connections to the Construction Manager's trailer as indicated on the mobilization drawing and including but not limited to the following: a. All water supply, drainage and piping required for a complete operating installation. A temporary water source shall be provided from an existing water main and extended into the trailer, and fixtures requiring water supply shall be properly connected. b. Necessary soil, waste, vent and drainage piping shall be provided and connected to the existing sewer or as otherwise directed. C. All water piping shall be frostproofed to prevent freezing. d. Remove all temporary connections at completion of the Work and as directed by the Construction Manager. Each Contractor requiring temporary water before or after normal Working hours shall pay all costs associated with the operation of the temporary water system for those additional hours. All hoses or other extensions for temporary connections for service shall be provided by the Contractors requiring such service. All Contractors using temporary water shall take all precautions required to prevent water damage to the Work. The Plumbing Contractor shall maintain sewage ejector pumps until final acceptance by the Authority. SC-13 SUPPLEMENTARY GENERAL CONDITIONS ARTICLE 23. - TEMPORARY LIGHTING AND ELECTRIC SERVICE. A. General: 1. The Electrical Contractor shall furnish, install and maintain the temporary power and lighting system for all Contractors, as set forth in the Contract Documents. 2. The Electrical Contractor shall comply with the provisions of the National Electrical Safety Code (National Bureau of Standards) Safety and Health Regulations for Construction of the Department of Labor, Bureau of Standards, and the applicable Electrical and Building codes. 3. The Temporary lighting and electric service shall be removed by the Electric Contractor when directed to do so by the Construction Manager. B. The Electrical Contractor shall: 1. Make all arrangements with the local power company for the installation of necessary temporary electric service in accordance with the Contract Documents. The utility company's non-recoverable cost, if any, for this temporary construction service shall be paid by the Electrical Contractor; 2. Submit to the Construction Manager, for approval, a complete feeder and distribution diagram; 3. Provide all poles, pole hardware, exterior wiring, transformers, meters, interior wiring and any other materials, supplies or equipment necessary for temporary lighting and electrical services as indicated on the mobilization drawing or herein described. Provide all lamps and fuses (including replacements) for temporary lighting and power; 4. Provide distribution system which shall conform to the following: a. 120/208 volt, 4-wire system b. For branch circuits use #12 wire for branch circuits less than 100 feet to the last receptacle or outlet and #10 wire for circuits beyond 100 feet; 5. Provide and maintain all wiring and equipment for temporary lighting and power so that adequate power and lighting shall be available to the Work. Equip each SC-14 SUPPLEMENTARY GENERAL CONDITIONS branch circuit with lamp sockets fitted with basket type bulb protectors and fused grounded type outlets; 6. Provide fused branch circuit. The total load on each branch circuits shall not exceed for lighting fifteen (15) amperes. The total load on each branch circuit for 120 volts appliances shall not exceed 20 amperes; 7. Provide sufficient grounded type outlets to permit the proper execution of the Work. All grounded type outlets shall be 20 amperes duplex NEMA grounded type and spaced no more than 25 feet on center. Said outlets shall be spaced so that they can be reached by a 60 foot extension cord for 120 volt appliances and an 80 foot extension cord for 208 volt appliances from any part of the building. Distances for length of extension cord shall be measured horizontally along the floor line; 8. Provide sufficient lighting in compliance with OSHA requirements to permit the proper execution of the Work. For estimating purposes figure the total number of light sockets which are to be provided in accordance with the following provisions: a. Provide at least one light at each landing or platform of each stairway regardless of whether the stair is equipped with a window. b. Lighting levels shall not be less than those required by OSHA; 9. Provide temporary service for the permanently installed building equipment, including but not limited to ejector pumps, sump pumps, furnaces, furnace controls and fans, so that such equipment may be operated for testing purposes when ordered by the Authority or Construction Manager; 10. Provide sufficient electrical service to the Construction Manager's office so as to permit such office to operate on a 24 hour per day basis; and, 11. Provide and maintain General Security lighting for locations as shown on the Site Mobilization Plan. Such lighting shall consist of 1,000 watt mercury vapor lamps and fixtures, all mounted on 16 foot poles with associated wiring and appropriate timing devices to permit automatic use of the lighting for safety and security purposes between the hours of dusk to dawn seven days per week. All such lighting shall be erected in such a way as to not inconvenience adjacent property owners. SC-15 SUPPLEMENTARY GENERAL CONDITIONS Temporary lighting and power systems shall be operational during normal working hours Monday through Friday inclusive, and shall continue until Final Acceptance of the Work or until these services are ordered terminated by the Town or the Construction Manager. Floodlights shall be spaced around the perimeter of the Site to produce an illumination level of no less than 1 foot candle around the periphery of the Site, as well as at any potentially hazardous area or any other area within the Site that might be deemed by the Construction Manager to require security illumination. The system shall be installed in a manner acceptable to the Construction Manager. All materials and equipment furnished under this section shall remain the property of the Electrical Contractor and shall be removed and disposed of by the Electrical Contractor upon direction of the Construction Manager. All Contractors shall provide and maintain temporary extensions and equipment if required in addition to those specified to be furnished by the Electrical Contractor. Each Contractor shall provide and maintain at his own cost and expense additional electrical service if his needs exceed the capacity of the electrical service specified to be provided by the Electrical Contractor. Each Contractor will be responsible for the connection of his construction equipment to the temporary electrical service, and shall pay the total cost of keeping the temporary electric service operational when such temporary electric service is required by such Contractor before or after the established normal working hours. It is essential that the Site security lighting system be completed, installed and operating to the earliest possible date. All Contractors must cooperate and coordinate with the Electrical Contractor's effort to accomplish an early complete installation of the Site security lighting system. After the system is installed and in operation, if a part of the system interferes with the Work of any Contractor, that Contractor shall be completely responsible for the expense of removing, relocating and replacing all equipment necessary to reinstate the system to proper operating conditions. The security lighting system shall be part of the Temporary Lighting and Electric Service and subject to the conditions as specified therein, including maintenance and energy costs. SC-16 SUPPLEMENTARY GENERAL CONDITIONS ARTICLE 24. - TEMPORARY HEAT. In order to permit the Work to continue during all seasons of the year, each Contractor shall be responsible to protect his Work at all times from the harmful effects of low temperature. Each Contractor shall be responsible for providing the necessary heat at such times and during such periods that Work performed by him is kept at the temperatures required for the Work. All temporary heating systems or devices used by the Contractor shall be approved before use by the Construction Manager and shall be such as will not deface, discolor or cause the deposition of dirt or smudge upon any finished Work, nor shall it be injurious or harmful to the Workmen. Under no circumstances shall the permanent heating system be utilized as a source of temporary heat without the prior written approval of the Construction Manager. ARTICLE 25. - SANITARY REGULATIONS. Each Contractor shall prohibit and prevent the committing of nuisances on the Site or on adjoining property and shall discharge any employee who violates this rule. The General Construction Contractor shall provide and maintain an adequate number of temporary chemical toilets for all persons employed or engaged in the Work exclusive of those facilities in office trailers. Temporary toilets shall be placed in locations approved by the Construction Manager, and shall be maintained in a clean and sanitary condition at all times. All such temporary facilities shall meet any and all requirements of applicable Laws, Rules, Ordinances or Regulations. The Contractor shall remove such facilities upon the completion of the Work or at such earlier time as the Construction Manager may direct. SC-17 SECTION 01310 - CONSTPUCTION SCHEDULING ------------------- PART 1 - GENERAL ------------------- 1.01 RELATED DOCUMENTS: A. The General Contract Provisions apply to the work of this section. 1.02 BASIC REQUIREMENTS A. Contractor shall cooperate in the development and implementation of a construction schedule. ------------------- PART 2 - PRODUCTS ------------------- 2.01 NETWORK DIAGRAM AND COMPUTER GENERATED REPORT DESCRIPTIONS A. Network Format 1. The Pre-Bid CPM Schedule has been prepared using an activity on arrow I-J format. 2. Upon award of the Construction Contracts the Pre-Bid CPM Schedule will be expanded to detail the construction logic in accordance with the selected Contractor's intentions. The CPM Network Diagram for the official Baseline Schedule will also grow. B. Activities 1. The various Project activities shown on the detailed Network Diagrams are represented by a solid line with an arrow on the right side in order to reflect the logic to be flowing from left to right. The following information is associated with each line: a. Activity Description b. Activity Time Duration ( in Working days) C. Contractor Responsibility Code d. Area Code C. Node Numbers 1. The node numbers which appear on the Network Diagram Sheet have been chosen so that an independent series of numbers is associated with each area of construction, and therefore, the standard I-J computer listing can serve as a general sort by area. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-1 D. Restraints and Feeders 1. Restraints are represented on the diagrams by dashed arrows having no time duration. Restraints are used to facilitate the display of natural construction logic, to send activities from one location to another, and to indicate construction limitations due to the availability of crews and resources. 2. Restraints that connect activities on one Network Diagram Sheet to activities on another Network Diagram Sheet are called feeders, and they represent interrelationships that graphically span more than one Network Diagram Sheet. The symbolism used to indicate a connection between nodes on different Network Diagram Sheets is a square box divided into three sections containing the sheet numbers, the node numbers and the date identifying the activity to which the feeder connects. E. Computer Generated Report 1. The Pre-Bid CPM Schedule includes an I-J Listing which contains all necessary scheduling information for all activities and restraints appearing on the schedule in order of their node number (I-J numbers). This listing is used to track construction sequences and to determine when a given activity is scheduled to occur. 2. The I-J computer printout is the actual Critical Path Schedule giving all required information for each uncompleted activity of the network. 3. The first column of the I-J computer printout contains a three or four character code representing the area of construction in which the activity is associated. This is referred to as the Area Code, and it corresponds to the areas of the Project as shown on the Network Diagrams. 4. The next two columns contain the I and J node identification numbers. Each activity in the Schedule is identified by its own unique set of I-J numbers. The "I" node number is associated with the beginning of the activity and the "J" node number with the end of the activity. 5. The fourth and fifth columns (ORG DUR & REM DUR) contain the time duration (in Working days) given to each respective activity within the Project Schedule, and respectively, the remaining time duration should reflect the activity status. 6. The sixth column identifies the percentage complete for the Work activity. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PUP Project No. 2570 01310-2 7. The next column (RESP) contains a two to four character code representing the specific Contractor, or Architect/Engineer or Authority's Representative to perform the Work activity. This is referred to as the Responsibility Code. 8. The next column of information identifies the activity's description. 9. The following four columns contain the projected early start, early finish, late start, and the late finish dates for each activity. These dates are determined by the sequence of Work and interrelationships incorporated in the Schedule. 10. The final column reflects the float value of each activity and is determined by the difference of time (in Working days) between the activity's early and late dates. F. Holidays 1. Eight Holidays per calendar year have been specifically deleted from the project's data file used to compute start and finish dates for the CPM Schedule. Weekends have also been deleted as Working days, however, they can be re-activated if required. 2. The specific dates for these Holidays which have been deleted from the computer calendar for this Project are as follows: 07/05/93 Independence Day 09/06/93 Labor Day 11/25/93 Thanksgiving Day 12/24/93 Christmas Day 12/31/93 New Year's Day 01/17/94 Martin Luther King Day 02/14/94 Presidents' Day 05/30/94 Memorial Day G. Activity Code Identifications 1. Specific codes have been incorporated into the Pre-Bid CPM Schedule to enhance the usefulness of the Schedule. 2. The codes that have been used fall under two categories that pertain to the Project. These codes and their description are as follows: a. Area Codes PRE - Pre-Construction SITE - Sitework BLDG1 - Building 1 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-3 BLDG2 - Building 2 BLDG3 - Building 3 BLDG4 - Building 4 BLDG5 - Building 5 BLDG6 - Building 6 BLDG? - Building 7 b. Responsibility Codes ALL - All Contractors ELE - Electrical Contractor GEN - General Construction Contractor HEAT - Heating Contractor HEP - Heating, Electrical & Plumbing PLG - Plumbing Contractor SITE - Sitework Contractor T-T - Tri-Tech AUTH - Town of Mamaroneck Housing Authority TOWN - Town of Mamaroneck Codes can be changed or added to the Project's data file at anytime. 2.02 CONSTRUCTION PROGRESS SCHEDULE A. General 1. A pre-bid conference will be held to explain to prospective bidders how this section will be implemented and to answer questions regarding the scheduling procedures. 2. All Contractors are required to cooperate with the Construction Manager in the development and implementation of the Project CPM Schedule in order to insure that it accurately reflects the manner in which the Contractors intend to perform their Work in compliance with the Contract Documents. Failure to provide the information necessary for the proper development and implementation of the Project CPM Schedule and Cost Control System will constitute a basis for the withholding of initial payment to the Contractor. 3. If, after appropriate notification by the Authority, the Contractor still does not furnish the Construction Manager with the required information, the Authority may hold the Contractor in default of its contractual obligations and subject to termination in accordance with the procedures set forth in the Contract Documents. a. The Project shall be monitored by a detailed Critical Path Method Scheduling System. This System shall be the basis for the evaluation of Contractor performance and for progress payments to the Contractor. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-4 b. The Contractor shall provide all the information necessary for the Construction Manager employed by the Authority to develop a CPM network plan demonstrating complete fulfillment of all Construction Contract requirements, and for the Construction Manager to keep the network plan up-to-date in accordance with the requirements of this section. Construction logic and activity time durations shall be established by the Contractor consistent with Contract requirements and reflective of proper coordination between trades. The level of detail to be reflected on the CPM Schedule shall be established by the Construction Manager. The Contractor shall utilize the CPM Schedule in planning, coordinating and performing the Work under this Contract (including all activities of subcontractors, equipment vendors and suppliers) . C. Upon completion of the CPM System as described in this section, the Contractor agrees that the Construction Manager's Project Network Schedule reflects the Contractor's committed plan to complete all Work within the allotted time and assumes full responsibility for the prosecution of the Work as shown. All prime Contractors shall indicate formal acceptance of the Schedule by signing the finalized Initial Network Diagrams and Computer Schedule Listing. d. The Contractor shall furnish labor, materials, construction plant and equipment to insure the prosecution of the Work in accordance with the approved Progress Schedule. If, in the opinion of the Authority, the Contractor falls behind the Progress Schedule, the Contractor shall take such steps as may be necessary to improve his progress; and the Authority may require him to increase the number of shifts, manpower, days of Work and/or the amount of construction plant and equipment, all without additional cost to the Authority. B. Initial Submittal 1. To the extent necessary for the Construction Manager toreflect in the arrow diagram the Contractor's plan for completion of this Contract, the Contractor shall meet with and assist the Construction Manager and furnish, within 10 calendar days after award of this Contract, all necessary information for the preparation of the Scheduling System. This information shall include, but not necessarily be limited to: logical sequencing of Work operations, activity time estimates, intended crew flow and activity costs for each activity. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-5 2. The Contractor shall be responsible to reflect, on the Network Diagram, all Subcontractor Work as well as his own Work, in proper coordinated sequence with the Work of all other Prime Contractors and their Subcontractors. The Contractor shall be prepared to meet as many times as necessary with the Construction Manager and all other Prime Contractors to develop the information required for the timely development of the Project CPM Schedule. 3. The Initial CPM Schedule which is submitted to the Authority will show a coordinated plan of Work for all Contractors, thereby providing a common basis of acceptance, understanding and communication. This Schedule shall be approved by all Prime Contractors prior to submittal for Authority review. 4. The Construction Manager will submit for the Authority's review an arrow diagram describing the activities to be accomplished and their dependency relationships, together with a computer-produced calendar-dated schedule showing starting and completion dates for each Work item. All completion dates shown shall be within the period specified for Contract completion, and in compliance with all intermediate milestones. 5. In conformance with the requirements of the Contract Documents relating to "Payments to Contractors", all Contractors shall furnish a breakdown of their total Contract Price by assigning dollar values (cost estimates) to each applicable network activity which, cumulatively, equals their total Contract amount. Upon acceptance by the Authority, the values reflected on these pay requisition breakdowns will be used as a basis for determining progress payments. Progress payments to each Contractor shall be dependent upon agreement by the Authority of the current percentage of work completed in accordance with the costed CPM System. 6. The arrow diagram shall show the sequence and interdependence of activities required for complete performance and shall incorporate all necessary manpower and resource restraints and access requirements. In preparing the arrow diagram, the Contractor shall assist the Construction Manager by dividing the Work into activities of a duration of no longer than 15 Working days each, except nonconstruction activities (such as procurement of materials, delivery of equipment and concrete curing) and any other activities for which the Construction Manager may approve the showing of longer duration. The diagram shall show not only the activities for actual construction Work for each trade category of the Project, but also such activities as the Contractor's submittal of shop drawings, equipment schedules, samples, coordination drawings, templates, equipment and material fabrication, heating, delivery of equipment and material, and the delivery of Authority-furnished equipment, if applicable. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-6 7. Activity duration ( i .e. , the Contractor's single best estimate, considering the scope of the activity) shall be furnished by the Contractor to the Construction Manager for each activity on the diagram. If requested by the Construction Manager, the Contractor shall furnish any information needed to justify the reasonableness of activity time durations. Such information shall include, but not be limited to, estimated activity manpower, unit quantities and production rates. To the extent that the arrow diagram or any revised arrow diagram shows anything not jointly agreed upon, or fails to show anything jointly agreed upon, it shall not be deemed to have been approved by the Authority. Failure by either the Contractor or the Construction Manager to include any element of Work required for the performance of the Contract shall not excuse the Contractor from completing all Work required within any applicable date, notwithstanding the Authority's approval of the arrow diagrams. The level of detail to be reflected in the CPM Schedule shall be established by the Construction Manager. 8. Seasonal weather conditions shall be considered in the planning and scheduling of all Work influenced by high or low ambient temperatures for the completion of all Contract Work within the allotted Contract time. In addition, appropriate allowances shall be made for anticipated time losses due to normal rain and snow conditions. 9. Accompanying the arrow diagram and computer schedule listing, the Construction Manager shall furnish a computer generated Cost Requisition Listing which shall provide a separate tabulation of each activity shown on the CPM Schedule in order of Bid Item or Trade Responsibility Code as agreed to by the Authority. This Listing shall show, for each activity, the estimated dollar value of Work-in-place for totally or partially completed activities, including subtotals by trade and Bid Items and grand totals for the entire Project. 10. The Cost Requisition Listing shall provide the basis for the Contractor's monthly payment requisition directly from the CPM updating, utilizing the cost information furnished by the Contractor and approved by the Authority, and current Project progress status determined in accordance with the requirements of this section. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-7 C. Review and Approval 1. Within ten (10) calendar days after issuance of the initial arrow diagram, computer-produced Schedule and Cost Requisition Listing, the Architect shall meet with all prime Contractors and the Construction Manager for joint review, correction or adjustment of the proposed CPM Schedule and to evaluate the cost values assigned to each activity. Within ten (10) calendar days after the joint review, the Construction Manager will revise the arrow diagram and the computer-produced Schedule in accordance with agreements reached during the joint review. 2. Each Contractor shall approve the Schedule at that time; provided however, if any Contractor objects to the schedule to be adopted, he shall, within five (5) days, state his objections in writing to the Construction Manager, specifying the precise portion of the Schedule to which he objects and the reasons therefor and identifying the basis of his objection. The Contractor will then meet with the Architect, the Construction Manager, and all other Contractors as necessary to develop a contractually compliant schedule which removes, to the extent deemed reasonable by the Construction Manager, the Architect and the Authority, the Contractor's objections. The Construction Manager will revise the arrow diagram and the computer-produced Schedule in accordance with the agreements reached during this final review and shall submit two copies each of the revised arrow diagram, computer-produced Schedule and Cost Requisition Listing to the Authority. The resubmission will be reviewed by the Authority and if found to be as previously agreed upon, will be approved. Once approved an approved copy of each will be returned to the Construction Manager. Each Contractor shall review the Schedule to insure that it reflects all changes agreed to, and if all changes have been made, each Contractor shall approve and sign the network diagrams, computer-produced Schedule and Cost Requisition Listing at that time. Approval by the Contractor will be without reservation and each Contractor will be deemed to have accepted the Schedule as adequate, proper and binding in all respects and shall not raise thereafter objections to the Schedule. After the network diagrams and computer-produced Schedule have been signed, the Construction Manager shall forward to each Contractor one (1) set of copies of the network diagrams and computer-produced Schedule. The arrow diagram and the computer-produced Schedule, with approved signatures, shall constitute the Project Work Schedule unless and until subsequently revised in accordance with the requirements of this section. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-8 D. Progress Reporting and Changes 1. Once every month, or more often if required by the Authority, the Contractor shall meet with the Construction Manager and Architect and provide the information necessary for the Construction Manager to prepare and submit to the Authority a revised (updated) arrow diagram and computer generated Schedule listing showing: a. Approved changes in activity sequencing. b. Changes in activity durations for unstarted or partially complete activities where agreed upon. C. The effect to the network of any delays to any activities in progress and/or the impact of known delays which are expected to affect future Work. d. The effect of Contract modifications, including change orders (activity durations, logic and cost estimates) to the network. e. Changes to activity logic, where agreed upon, to reflect revision in the Contractor's Work plan, i .e. , changes in activity duration, cost estimates and activity sequence for the purpose of regaining lost time or improving progress. f. Changes to milestones, due dates and the overall Contract completion date which have been agreed upon by the Authority since the last revision of the CPM Schedule. 2. The CPM Schedule shall accurately reflect the manner in which the Contractors intend to proceed with the Project and shall incorporate the impact of all delays and change orders as soon as these factors can be defined. All changes made to the Schedule shall be subject to approval by the Authority prior to inclusion in the CPM Schedule. 3. When the Construction Manager and the Contractor are unable to agree as to the amount of time to be allowed for Change Order Work, or the manner in which this Work is to be reflected on the arrow diagram, the Construction Manager shall reflect the logic and time durations furnished by the Contractor for the Change Order Work pending final Authority decision. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-9 If unapproved Contractor logic and time durations are used, the Contractor agrees that any time which is projected to be lost on the Project as a result of these Schedule changes will be considered the responsibility of the Contractor and will not be considered the basis for a Project time extension until a final agreement has been made or a final decision rendered by the Authority regarding the manner in which the Change Order Work is to be reflected on the Schedule. When this final decision has been made by the Authority, the Construction Manager shall revise the CPM Schedule in accordance with such decision and issue a final analysis of the effect of the change on the Project. 4. If the Contractor desires to revise the logic of the approved CPM Schedule so as to reflect a sequence of construction which differs from that originally agreed to, he must first obtain the approval of all other Prime Contractors whose Work may be affected by the change and then must obtain the approval of the Authority. If this change extends the completion date of the Project, or delays the Work of other trades, the Contractor agrees that these impacts and all associated costs will be considered the responsibility of the Contractor initiating the change and will not be the basis for a Project time extension. In any event, no such change will be permitted unless approved in writing by the Authority. 5. Once each month, at the same time the network is updated, the Construction Manager, the Contractor and the Architect shall jointly make entries on the preceding network diagram schedule to show actual progress, to identify those activities started by date and those completed by date during the previous period, to show the estimated time required to complete each activity started but not yet completed, to show activity percent completed and/or dollars earned, and to reflect any changes in the arrow diagram approved in accordance with the preceding paragraph. After completion of the joint review and the Authority's approval of all entries, the Construction Manager will submit updated network diagrams, an updated computer-produced calendar-dated Schedule and cost requisition listing to the Authority and the Contractor. a. The resultant monthly CPM computer printout and network diagrams shall be recognized by the Contractor as his updated construction Schedule to complete all remaining Contract Work. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-10 6. In addition to the foregoing, once each month the Contractor will receive a narrative report prepared by the Construction Manager. The narrative report will include a description of the amount of progress during the last month in terms of completed activities in the plan currently in effect; a description of problem areas, current and anticipated delaying factors and their estimated impact on the performance of other activities and completion dates, and recommendations on corrective action for the Contractor's consideration. Within 7 days after receipt of this report, the Contractor shall submit to the Authority, in writing, an explanation of any required corrective action taken or proposed. E. Payments to Contractor 1. The monthly submission of the computer-produced calendar-dated Schedule shall be an integral part and basic element of the estimate upon which progress payments shall be made pursuant to the provisions of this Contract, and the Contractor shall be entitled to progress payments only upon receipt by the Authority of an updated computer-produced calendar-dated Schedule and cost requisition listing as provided here. 2. Payments to the Contractor shall be based upon the results of the computer-generated Cost Requisition Listing which shall be prepared in conjunction with each updating of the CPM system as described above. a. Wherever required by the Construction Manager, the Contractor shall provide sufficient documentation to confirm reported progress for any costed items appearing in the scheduling and requisition system (i .e. , bills of lading for delivered material and equipment, etc. ). 3. Payments to the Contractor shall be dependent upon the Contractor furnishing all. of the information and data which, in the judgment of the Authority, is necessary to ascertain actual progress and, all the information and data necessary to prepare any necessary revisions to the computer-produced calendar-dated Schedule, Cost Requisition Listing and/or the network arrow diagram. a. The Authority's determination that the Contractor has failed or refused to furnish the required information and data shall constitute a basis for withholding any such payments until the required information and data is furnished and the Schedule and/or diagram is prepared or revised on the basis of such information and data. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PUP Project No. 2570 01310-11 F. Responsibility for Completion 1. The Contractor agrees that whenever it becomes apparent from the current monthly computer-produced calendar-dated Schedule that any Contract completion date will not be met due to the Contractor's inaction of failure to act, he will take some or all of the following actions at no additional cost to the Authority: a. Increase construction manpower in such quantities and crafts as will substantially eliminate, in the judgement of the Authority, the back-log of Work. b. Increase the number of Working hours per shift, shifts per Working days, Working days per week, or the amount of construction equipment, or any combination of the foregoing sufficiently to substantially eliminate, in the judgment of the Authority, the backlog of Work. C. Reschedule activities to achieve maximum practical concurrence of accomplishment of activities. G. Adjustment of Contract Completion Time 1. The Contract completion time or times will be adjusted only for causes specified in this Contract. In the event the Contractor requests an extension of any Contract completion date, he shall furnish such justification and supporting evidence that the Authority requires to evaluate the Contractor's request. The Authority shall then make a finding of fact and advise the Contractor in writing thereof. If the Authority finds that the Contractor is entitled to any extension of any Contract completion date under the provisions of this Contract, the determination as to the total number of days' extension shall be based upon the currently approved computer-produced calendar-dated Schedule and on all data relevant to the extension. Such data will be included in the next updating of the Schedule. 2. Two types of time extensions may be issued for this Project as follows: a. A total Project time extension may be issued if delays which are determined to be beyond the control of the Contractor affect the main Project critical path shown on the CPM Schedule thereby directly extending the final Project completion date. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-12 b. A concurrent Project time extension may be issued in those instances where it is found that specific delays beyond the control of the Contractor would have affected the final Project completion date were it not for overriding delays due to other causes. If a concurrent Project time extension is issued, it will cover that time which, according to the Construction Manager's analysis, would have been lost due to the specific issues cited, if no other delays had occurred. 3. The Contractor acknowledges and agrees that the evaluation of Project delays and determinations regarding Project time extensions will be based upon the Project CPM Schedule and will be based upon the following criteria: a. Float time shown on the CPM Schedule is not for the exclusive use of either the Contractor or the Authority. It is agreed that float time is available for use by all parties to facilitate the effective use of available resources and to minimize the impact of problems or change orders which may arise during construction. The Contractor specifically agrees that float time may be used by the Authority or its Representatives or Consultants in conjunction with their review activities or to resolve Project problems. The Contractor agrees that there will be no basis for a Project time extension as a result of any Project problem, Change Order or delay which only results in the loss of available float time on the Project CPM Schedule. b. Float time shown on the CPM Schedule shall not be used arbitrarily by any Contractor in a manner which, in the opinion of the Authority, unnecessarily delays other Contractors from proceeding with their Work or in a way which is detrimental to the interests of the Authority. C. If any Contractor refuses to perform Work which is available to them, the Authority may, regardless of the float shown to be available for the Work, consider the Contractor to be in violation of the Contract Documents. In such instances, the Authority may, without prejudice to any other right or remedy, and after giving the Contractor and his Surety three (3) Working days written Notice to forthwith commence and continue promptly and diligently with the Work, terminate the employment of the Contractor by the issuance of a three day written Notice to that effect given to the Contractor and his Surety should they, or either of them, fail to comply with the requirements of the original three (3) day notice. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-13 4. The Contractor agrees that no time extension will be granted for lost time due to normal seasonal weather conditions. In order to qualify for consideration for a time extension due to adverse weather conditions, it must be shown that the weather conditions during a given quarterly period (summer, fall, winter, spring) were more severe than the previous five year average for the Project geographical area and, in addition, that these weather conditions critically impacted the final Project completion date by delaying the performance of Work on the main Project critical path. If abnormal weather losses can be shown to have affected the Project critical path, a non-compensable time extension will be considered for that portion of the proven weather-related delays which exceeded the normal weather losses which should have been anticipated for the quarterly period in question. a. No time extensions will be considered for any weather impacts which do not affect Work on the main Project critical path. 5. In order for a given issue (i .e. , delay, change order, etc. ) to be considered as a basis for a total Project time extension, it must meet both of the following criteria: a. It must be totally beyond the control of the Contractor and due to no direct or indirect fault of the Contractor. b. It must result in a direct delay to Work on the main Project critical path. 6. The Contractor acknowledges and agrees that actual delays to activities which, according to the computer-produced calendar-dated Schedule, do not directly affect the main Project critical path, do not have any effect on the contract complete date or dates and will not be the basis for a change to said date. a. Concurrent delays are defined as two or more delays or areas .of Work slippage which are totally independent of one another and which, if considered individually, would each affect the final Project completion date according to the CPM Schedule. b. Where the Construction Manager determines that concurrent delays exist, the Contractor acknowledges and agrees that the following criteria will be used to evaluate the entitlement to a Project time extension. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-14 C. If the current CPM Schedule shows two or more concurrent delays, with one analyzed to be the responsibility of the Authority and the other analyzed to be the responsibility of the Contractor, a time extension will only be considered if the Authority-caused delay affects the main Project critical path, and if this delay is shown by the CPM Schedule to extend the final Project completion date by a greater amount than the other concurrent delays when their impacts are independently considered. In this event, a time extension will only be considered for that portion of time by which the Authority-caused delay exceeds all concurrent non-Authority caused delays. It is understood and agreed that the sole remedy for Authority caused delay will be an extension of time. No claim for damages will be made or be entertained for such delay. d. If the CPM Schedule shows concurrent delays, some the fault of the Authority and some the fault of the Contractor, and if the Contractor-caused delays are analyzed to be the main determining impact to the main Project critical path, then there will be no basis for a total Project time extension, regardless of the nature of the concurrent Authority-caused delays. A concurrent time extension may, however, be considered for that portion of the total Project slippage which is shown on the CPM Schedule to be totally attributable to Authority-caused delays. e. If such a concurrent time extension is issued, it will not constitute the basis for any Contractor claim against the Authority and the Contractor agrees that no such claim will be made against or entertained by the Authority. 7. The Contractor acknowledges and agrees that there will be no basis for a time extension for any delay caused by slippage in the Work of other Contractors if such slippage has not been directly caused by the Authority. The Contractor further acknowledges and agrees that any claim for damages sustained as a result of delays caused by other Contractors will be made directly against such other Contractor and the Authority will not be involved in any way in such claim action. The Contractor further acknowledges and agrees that he will bear the full responsibility for any delays which he causes to the Work of any other Contractor by virtue of his failure to perform in accordance with the requirements of the CPM Schedule. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-15 8. The Contractor acknowledges and agrees that for the purposes of considering a time extension request, a network activity will not be considered to have been subject to a claimed delay unless all originally scheduled predecessor activities have been completed so that no other restraints to the performance of that activity exist on the CPM Schedule at the time claimed for the delay impact. 9. Each request for change in any contract completion date shall be submitted by the Contractor to the Authority within five (5) days after the beginning of the delay for which a time extension is requested (unless the Authority grants a further period of time before the date of final payment under this Contract). No time extension will be granted for requests which are not submitted within the foregoing time limit. No time extension request will be considered unless it specifically contains at least the following detailed information: a) Date delay began; b) Date delaying impact was resolved; c) Detailed chronology of delay including the dates of all applicable notifications and submittals; d) Specific critical path activities affected and the dates of impact; 10. In the case of Change Order Work, a CPM subnetwork must be furnished showing the specific Work required and the manner in which this Work will be interfaced with the active CPM Schedule. a. If a time extension request is being made for concurrent delays which did not affect the Project critical path, this must be clearly stated in the Contractor's time extension request and all CPM activities which are claimed to have been affected by the cited delay must be specifically identified with all applicable impact dates. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Construction Scheduling PE&P Project No. 2570 01310-16 TABLE OF CONTENTS Page I . INTRODUCTION A. Pre-Bid Schedule B. Elements of the Pre-Bid CPM Schedule C. Scheduling Considerations II. CPM NETWORK DIAGRAM AND COMPUTER ANALYSIS DESCRIPTION A. Network Format B. Activities C. Node Numbers D. Restraints and Feeders E. Computer Generated Report F. Holidays G. Activity Code Identifications III. COMPUTER PRINTOUT I - J Listing IV. CONSTRUCTION PROGRESS SCHEDULE A. General B. Initial Submittal C. Review and Approval D. Progress Reporting and Changes E. Payments to Contractor F. Responsibility for Completion G. Adjustment of Contract Completion Time H. Time of Completion - Delay - Liquidated Damages IV. 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x**rrr*rwrrrr****rwr*fwwrfrrrrfrxrffx*frwwfwxrxr*f*rrrrrrrwrr*ttwr*wxrxrrrfftwwwwwrrrrrr*rrrrrrrrr*fxw*wfffr*f ryrrrrxrrrrwrwrrrxwr*r P R O J E C T E D I J ORIG REM % D A T E S RESP NODE NODE DUR CUR COMP AREA ACTIVITY DESCRIPTION START FINISH rwrr**fr*wfff rfwwrr*rf rfrrrrrrrwwrrrr**rrrrf**rrffwwrtrr*rf*wwwrrrr**Yrrrrr*fwwrrrrrrr*rrr*rrrrr*fftwttttf wf rrr lw**wrrrrtrf*rrt 2120 2125 0 0 0% BLDG7 RESTRAINT 12/15/93 12/15/93 2120 2135 0 0 0% RESTRAINT 12/15/93 12/15/93 2120 3115 0 0 0% RESTRAINT 12/15/93 12/15/93 GEN 2125 2130 10 10 0% BLDG7 INTERIOR FINISHES 12/15/93 12/29/93 2130 2155 0 0 0% BLDG7 RESTRAINT 12/30/93 12/30/93 2130 3125 0 0 0% RESTRAINT 12/30/93 12/30/93 HEP 2135 2140 15 15 0% BLDG7 INSTALL HEAT, ELEC 8 PLG FIXTURES 12/15/93 01/06/94 2140 2155 0 0 0% BLDG7 RESTRAINT 01/07/94 01/07/94 2140 3135 0 0 0% RESTRAINT 01/07/94 01/07/94 GEN 2155 2160 5 5 0% BLDG7 INSTALL & CONNECT APPLIANCES 01/07/94 01/13/94 2160 2165 0 0 0% BLDG7 RESTRAINT 01/14/94 01/14/94 2160 3155 0 0 0% RESTRAINT 01/14/94 01/14/94 ALL 2165 2170 10 10 0% BLDG7 FINAL CLEAN-UP & PUNCHLIST WORK 01/14/94 01/28/94 2170 2171 0 0 0% RESTRAINT 01/31/94 01/31/94 2170 2180 0 0 0% BLDG7 RESTRAINT 01/31/94 01/31/94 AUTH 2171 2172 10 10 0% BLDG7 OBTAIN TEMP CERTIFICATE OF OCCUPANCY 01/31/94 02/11/94 2172 3171 0 0 0% RESTRAINT 02/15/94 02/15/94 MLS 2180 2190 0 0 0% BLDG7 BUILDING 7 COMPLETE 01/31/94 01/31/94 2190 3165 0 0 0% RESTRAINT 01/31/94 01/31/94 SITE 3002 3005 15 15 0% BLDG2 EXCAVATE FOR FOOTINGS & FOUNDATIONS 08/09/93 08/27/93 3005 3010 0 0 0% BLDG2 RESTRAINT 08/30/93 08/30/93 3005 4002 0 0 0% RESTRAINT 08/30/93 08/30/93 SITE 3010 3015 2 2 0% BLDG2 COMPL EXCAV 08/30/93 08/31/93 3015 3020 0 0 0% BLDG2 RESTRAINT 09/01/93 09/01/93 3015 3030 0 0 0% BLDG2 RESTRAINT 09/01/93 09/01/93 SITE 3020 3025 3 3 0% BLDG2 FND WALLS 09/01/93 09/03/93 3025 3030 0 0 0% BLDG2 RESTRAINT 09/07/93 09/07/93 SITE 3030 3035 2 2 0% BLDG2 SLABS 09/07/93 09/08/93 3035 3040 0 0 0% BLDG2 RESTRAINT 09/09/93 09/09/93 3035 4010 0 0 0% RESTRAINT 09/09/93 09/09/93 GEN 3040 3045 23 23 0% BLDG2 FRAME BUILDING 09/21/93 10/21/93 3045 3050 0 0 0% BLDG2 RESTRAINT 10/22/93 10/22/93 3045 4040 0 0 0% RESTRAINT 10/22/93 10/22/93 GEN 3050 3055 5 5 0% BLDG2 INSTL WALL SHEATHING 10/22/93 10/28/93 3055 3060 0 0 0% BLDG2 RESTRAINT 10/29/93 10/29/93 3055 3070 0 0 0% BLDG2 RESTRAINT 10/29/93 10/29/93 3055 4050 0 0 0% RESTRAINT 10/29/93 10/29/93 GEN 3060 3065 10 10 0% BLDG2 INSTALL ROOFING 10/29/93 11/11/93 3065 3080 0 0 0% BLDG2 RESTRAINT 11/12/93 11/12/93 3065 3095 0 0 0% BLDG2 RESTRAINT 11/12/93 11/12/93 3065 4060 0 0 0% RESTRAINT 11/12/93 11/12/93 GEN 3070 3075 5 5 0% BLDG2 INSTALL WINDOWS 10/29/93 11/04/93 3075 307-7 0 0 0% RESTRAINT 11/05/93 11/05/93 3075 3080 0 0 0% BLDG2 RESTRAINT 11/05/93 11/05/93 3075 3095 0 0 0% BLDG2 RESTRAINT 11/05/93 11/05/93 3075 4070 0 0 0% RESTRAINT 11/05/93 11/05/93 GEN 3077 3078 14 14 0% BLDG2 INSTALL SHINGLES 11/05/93 11/24/93 3078 3081 0 0 0% RESTRAINT 11/26/93 11/26/93 3078 4077 0 0 0% RESTRAINT 11/26/93 11/26/93 MLS 3080 3090 0 0 0% BLDG2 BUILDING 2 TIGHT 11/12/93 11/12/93 GEN 3081 3082 10 10 0% BLDG2 MISCELLANEOUS EXTERIOR WORK 11/26/93 12/09/93 3082 3165 0 0 0% RESTRAINT 12/10/93 12/10/93 3082 4081 0 0 0% RESTRAINT 12/10/93 12/10/93 3090 3095 0 0 0% BLDG2 RESTRAINT 11/12/93 11/12/93 HEP 3095 3100 15 15 0% BLDG2 HEAT, ELEC & PLG ROUGHING 11/12/93 12/03/93 3100 3105 0 0 0% BLDG2 RESTRAINT 12/06/93 12/06/93 3100 4095 0 0 0% RESTRAINT 12/06/93 12/06/93 GEN 3105 3110 20 20 0% BLDG2 INSULATE & SHEETROCK 12/06/93 01/04/94 3110 3115 0 0 0% BLDG2 RESTRAINT 01/05/94 01/05/94 3110 4105 0 0 0% RESTRAINT 01/05/94 01/05/94 GEN 3115 3120 10 10 0% BLDG2 FINISH CARPENTRY,DOORS & WINDOWS 01/05/94 01/19/94 3120 3125 0 0 0% BLDG2 RESTRAINT 01/20/94 01/20/94 3120 3135 0 0 0% RESTRAINT 01/20/94 01/20/94 3120 4115 0 0 0% RESTRAINT 01/20/94 01/20/94 GEN 3125 3130 10 10 0% BLDG2 INTERIOR FINISHES 01/20/94 02/02/94 3130 3155 0 0 0% BLDG2 RESTRAINT 02/03/94 02/03/94 3130 4125 0 0 0% RESTRAINT 02/03/94 02/03/94 HEP 3135 3140 15 15 0% BLDG2 INSTALL HEAT, ELEC & PLG FIXTURES 01/20/94 02/09/94 3140 3155 0 0 0% BLDG2 RESTRAINT 02/10/94 02/10/94 THE TRI-TECH GROUP UPDT No. 0 PAGE 3 ***rf rr*xxxwx*tttttwtwwwwwwxrf**rtwwwrrttxrxrfttt*xxt**ttYttY*rtfrrttwwwtYwtYY*t*tttttYttrttYtttwrwrtttrtt*xx*rw*t*f*rttfrttttxttxxf P R O J E C T E D i J ORIG REM % D A T E S RESP NODE NODE DUR DUR COMP AREA ACTIVITY DESCRIPTION START FINISH rrrrrtttwtw*t**t*w*t*txrrrxrrrrrrxrrtttrxwxwxrwrwffx**tttrrfrrxxrrrrtwtrxxf xrxtwwwwfrwrYtftrwtrwtwtrttYtxffwwxYfwwrrrrrrxtwrttt 3140 4135 0 0 0% RESTRAINT 02/10/94 02/10/94 GEN 3155 3160 5 5 0% BLDG2 INSTALL & CONNECT APPLIANCES 02/10/94 02/17/94 3160 3165 0 0 0% BLDG2 RESTRAINT 02/18/94 02/18/94 3160 4155 0 0 0% RESTRAINT 02/18/94 02/18/94 ALL 3165 3170 10 10 0% BLDG2 FINAL CLEAN-UP & PUNCHLIST 02/18/94 03/03/94 3170 3171 0 0 0% RESTRAINT 03/04/94 03/04/94 3170 3180 0 0 0% BLDG2 RESTRAINT 03/04/94 03/04/94 AUTH 3171 3172 10 10 0% BLDG2 OBTAIN TEMP CERTIFICATE OF OCCUPANCY 03/04/94 03/17/94 3172 4171 0 0 0% RESTRAINT 03/18/94 03/18/94 MLS 3180 3190 0 0 0% BLDG2 BUILDING 2 COMPLETE 03/04/94 03/04/94 3190 4165 0 0 0% RESTRAINT 03/04/94 03/04/94 SITE 4002 4005 10 10 0% BLDG4 EXCAVATE FOR FOOTINGS & FOUNDATIONS 08/30/93 09/13/93 4005 4010 0 0 0% BLDG4 RESTRAINT 09/14/93 09/14/93 4005 5002 0 0 0% RESTRAINT 09/14/93 09/14/93 SITE 4010 4015 2 2 0% BLDG4 COMPLETE EXCAVATION 09/14/93 09/15/93 4015 4020 0 0 O%. BLDG4 RESTRAINT 09/16/93 09/16/93 4015 4030 0 0 0% BLDG4 RESTRAINT 09/16/93 09/16/93 SITE 4020 4025 3 3 0% BLDG4 FND WALLS 09/16/93 09/20/93 4025 4030 0 0 0% BLDG4 RESTRAINT 09/21/93 09/21/93 SITE 4030 4035 2 2 0% BLDG4 SLABS 09/21/93 09/22/93 4035 4040 0 0 0% BLDG4 RESTRAINT 09/23/93 09/23/93 4035 5010 0 0 0% RESTRAINT 09/23/93 09/23/93 GEN 4040 4045 17 17 0% BLDG4 FRAME BUILDING 10/22/93 11/15/93 4045 4050 0 0 0% BLDG4 RESTRAINT 11/16/93 11/16/93 4045 5040 0 0 0% RESTRAINT 11/16/93 11/16/93 GEN 4050 4055 5 5 0% BLDG4 INSTL WALL SHEATHING 11/16/93 11/22/93 4055 4060 0 0 0% BLDG4 RESTRAINT 11/23/93 11/23/93 4055 4070 0 0 0% BLDG4 RESTRAINT 11/23/93 11/23/93 4055 5050 0 0 0% RESTRAINT 11/23/93 11/23/93 GEN 4060 4065 8 8 0% BLDG4 INSTALL ROOFING 11/23/93 12/03/93 4065 4080 0 0 0% BLDG4 RESTRAINT 12/06/93 12/06/93 4065 4095 0 0 0% BLDG4 RESTRAINT 12/06/93 12/06/93 4065 5060 0 0 0% RESTRAINT 12/06/93 12/06/93 GEN 4070 4075 4 4 0% BLDG4 INSTALL WINDOWS 11/23/93 11/29/93 4075 4077 0 0 0% RESTRAINT 11/30/93 11/30/93 4075 4080 0 0 0% BLDG4 RESTRAINT 11/30/93 11/30/93 4075 4095 0 0 0% BLDG4 RESTRAINT 11/30/93 11/30/93 4075 5070 0 0 0% RESTRAINT 11/30/93 11/30/93 GEN 4077 4078 10 10 0% BLDG4 INSTALL SHINGLES 11/30/93 12/13/93 4078 4081 0 0 0% RESTRAINT 12/14/93 12/14/93 4078 5077 0 0 0% RESTRAINT 12/14/93 12/14/93 MLS 4080 4090 0 0 0% BLDG4 BUILDING 4 TIGHT 12/06/93 12/06/93 GEN 4081 4082 10 10 0% BLDG4 MISCELLANEOUS EXTERIOR WORK 12/14/93 12/28/93 4082 4165 0 0 0% RESTRAINT 12/29/93 12/29/93 4082 5081 0 0 0% RESTRAINT 12/29/93 12/29/93 4090 4095 0 0 0% BLDG4 RESTRAINT 12/06/93 12/06/93 HEP 4095 4100 10 10 0% BLDG4 HEAT, ELEC & PLG ROUGHING 12/06/93 12/17/93 4100 4105 0 0 0% BLDG4 RESTRAINT 12/20/93 12/20/93 4100 5095 0 0 0% RESTRAINT 12/20/93 12/20/93 GEN 4105 4110 15 15 0% BLDG4 INSULATE & SHEETROCK 01/05/94 01/26/94 4110 4115 0 0 0% BLDG4 RESTRAINT 01/27/94 01/27/94 4110 5105 0 0 0% RESTRAINT 01/27/94 01/27/94 GEN 4115 4120 10 10 0% BLDG4 FINISH CARPENTRY,DOORS & WINDOWS 01/27/94 02/09/94 4120 4125 0 0 0% BLDG4 RESTRAINT 02/10/94 02/10/94 4120 4135 0 0 0% RESTRAINT 02/10/94 02/10/94 4120 5115 0 0 0% RESTRAINT 02/10/94 02/10/94 GEN 4125 4130 10 10 0% BLDG4 INTERIOR FINISHES 02/10/94 02/24/94 4130 4155 0 0 0% BLDG4 RESTRAINT 02/25/94 02/25/94 4130 5125 0 0 0% RESTRAINT 02/25/94 02/25/94 HEP 4135 4140 15 15 0% BLDG4 INSTALL HEAT, ELEC & PLG FIXTURES 02/10/94 03/03/94 4140 4155 0 0 0% BLDG4 RESTRAINT 03/04/94 03/04/94 4140 5135 0 0 0% RESTRAINT 03/04/94 03/04/94 GEN 4155 4160 5 5 0% BLDG4 INSTL&CONN APPLIANCES 03/04/94 03/10/94 4160 4165 0 0 0% BLDG4 RESTRAINT 03/11/94 03/11/94 4160 5155 0 0 0% RESTRAINT 03/11/94 03/11/94 ALL 4165 4170 10 10 0% BLDG4 FINAL CLEAN-UP & PUNCHLIST 03/11/94 03/24/94 4170 4171 0 0 0% BLDG4 RESTRAINT 03/25/94 03/25/94 4170 4180 0 0 0% BLDG4 RESTRAINT 03/25/94 03/25/94 AUTH 4171 4172 10 10 0% BLDG4 OBTAIN TEMP CERTIFICANT OF OCCUPANCY 03/25/94 04/07/94 THE TRI-TECH GROUP UPDT No. 0 PAGE 4 rwf rtttwtxxwttr««wxwtxrtrf«wtrt«ttrtt«wxtxtttttxrw•xxttrt«xxxtt«rwwxxtxrrttttt«w xrr:«rr«t«txttttttw«rxxrxrrwxwwtttxtrtxwrrrwtrr«rt P R O J E C T E D I J ORIG REM % D A T E S _SP NODE NODE CUR DUR COMP AREA ACTIVITY DESCRIPTION START FINISH rtti xwtttrrtttrtxtx«tf rwwxttrxxf.rwtxtxrtttrwwxxxtttxttrfwrxxerttttttrtxtrtrxrtxwwxtrttrrfxtxrx:ttttttttfttfxttrtttttrrttrwxxf 4172 5171 0 0 0% RESTRAINT 04/08/94 04/08/94 MLS 4180 4190 0 0 0% BLDG4 BUILDING 4 COMPLETE 03/25/94 03/25/94 4190 5165 0 0 0% RESTRAINT 03/25/94 03/25/94 SITE 5002 5005 10 10 0% BLDG6 EXCAVATE FOR FOOTINGS & FOUNDATIONS 09/14/93 09/27/93 5005 5010 0 0 0% BLDG6 RESTRAINT 09/28/93 09/28/93 5005 6002 0 0 0% RESTRAINT 09/28/93 09/28/93 SITE 5010 5015 2 2 0% BLDG6 COMPL EXCAV 09/28/93 09/29/93 5015 5020 0 0 0% BLDG6 RESTRAINT 09/30/93 09/30/93 5015 5030 0 0 0% BLDG6 RESTRAINT 09/30/93 09/30/93 SITE 5020 5025 3 3 0% BLDG6 FND WALLS 09/30/93 10/04/93 5025 5030 0 0 0% BLDG6 RESTRAINT 10/05/93 10/05/93 SITE 5030 5035 2 2 0% BLDG6 SLABS 10/05/93 10/06/93 5035 5040 0 0 0% BLDG6 RESTRAINT 10/07/93 10/07/93 5035 6010 0 0 0% RESTRAINT 10/07/93 10/07/93 GEN 5040 5045 17 17 0% BLDG6 FRAME BUILDING 11/16/93 12/09/93 5045 5050 0 0 0% BLDG6 RESTRAINT 12/10/93 12/10/93 5045 6040 0 0 0% RESTRAINT 12/10/93 12/10/93 GEN 5050 5055 5 5 0% BLDG6 INSTL WALL SHEATHING 12/10/93 12/16/93 5055 5060 0 0 0% BLDG6 RESTRAINT 12/17/93 12/17/93 5055 5070 0 0 0% BLDG6 RESTRAINT 12/17/93 12/17/93 5055 6050 0 0 0% RESTRAINT 12/17/93 12/17/93 GEN 5060 5065 8 8 0% BLDG6 INSTALL ROOFING 12/17/93 12/29/93 5065 5080 0 0 0% BLDG6 RESTRAINT 12/30/93 12/30/93 5065 5095 0 0 0% BLDG6 RESTRAINT 12/30/93 12/30/93 5065 6060 0 0 0% RESTRAINT 12/30/93 12/30/93 GEN 5070 5075 4 4 0% BLDG6 INSTALL WINDOWS 12/17/93 12/22/93 5075 5077 0 0 0% RESTRAINT 12/23/93 12/23/93 5075 5080 0 0 0% BLDG6 RESTRAINT 12/23/93 12/23/93 5075 5095 0 0 0% BLDG6 RESTRAINT 12/23/93 12/23/93 5075 6070 0 0 0% RESTRAINT 12/23/93 12/23/93 "EN 5077 5078 10 10 0% BLDG6 INSTALL SHINGLES 12/23/93 01/07/94 5078 5081 0 0 0% RESTRAINT 01/10/94 01/10/94 5078 6077 0 0 0% RESTRAINT 01/10/94 01/10/94 MLS 5080 5090 0 0 0% BLDG6 BUILDING 6 TIGHT 12/30/93 12/30/93 GEN 5081 5082 10 10 O% BLDG6 MISCELLANEOUS EXTERIOR WORK 01/10/94 01/24/94 5082 5165 0 0 0% RESTRAINT 01/25/94 01/25/94 5082 6081 0 0 0% RESTRAINT 01/25/94 01/25/94 5090 5095 0 0 O% BLDG6 RESTRAINT 12/30/93 12/30/93 HEP 5095 5100 10 10 O% BLDG6 HEAT, ELEC & PLG ROUGHING 12/30/93 01/13/94 5100 5105 0 0 0% BLDG6 RESTRAINT 01/14/94 01/14/94 5100 6095 0 0 0% RESTRAINT 01/14/94 01/14/94 GEN 5105 5110 15 15 0% BLDG6 INSULATE & SHEETROCK 01/27/94 02/17/94 5110 5115 0 0 0% BLDG6 RESTRAINT 02/18/94 02/18/94 5110 6105 0 0 0% RESTRAINT 02/18/94 02/18/94 GEN 5115 5120 10 10 0% BLDG6 FINISH CARPENTRY,DOORS & WINDOWS 02/18/94 03/03/94 5120 5125 0 0 0% BLDG6 RESTRAINT 03/04/94 03/04/94 5120 5135 0 0 0% RESTRAINT 03/04/94 03/04/94 5120 6115 0 0 0% RESTRAINT 03/04/94 03/04/94 GEN 5125 5130 10 10 0% BLDG6 INTERIOR FINISHES 03/04/94 03/17/94 5130 5155 0 0 0% BLDG6 RESTRAINT 03/18/94 03/18/94 5130 6125 0 0 0% RESTRAINT 03/18/94 03/18/94 HEP 5135 5140 15 15 0% BLDG6 INSTALL HEAT, ELEC & PLG FIXTURES 03/04/94 03/24/94 5140 5155 0 0 O% BLDG6 RESTRAINT 03/25/94 03/25/94 5140 6135 0 0 0% RESTRAINT 03/25/94 03/25/94 GEN 5155 5160 5 5 0% BLDG6 INSTALL & CONNECT APPLIANCES 03/25/94 03/31/94 5160 5165 0 0 0% BLDG6 RESTRAINT 04/01/94 04/01/94 5160 6155 0 0 0% RESTRAINT 04/01/94 04/01/94 ALL 5165 5170 10 10 0% BLDG6 FINAL CLEAN-UP & PUNCHLIST WORK 04/01/94 04/14/94 5170 5171 0 0 0% RESTRAINT 04/15/94 04/15/94 5170 5180 0 0 0% BLDG6 RESTRAINT 04/15/94 04/15/94 AUTH 5171 5172 10 10 O% BLDG6 OBTAIN TEMPORARY CERTIFICATE OF OCCUPANCY 04/15/94 04/28/94 5172 6171 0 0 0% RESTRAINT 04/29/94 04/29/94 MLS 5180 5190 0 0 0% BLDG6 BUILDING 6 COMPLETE 04/15/94 04/15/94 5190 6165 0 0 0% RESTRAINT 04/15/94 04/15/94 ITE 6002 6005 10 10 0% BLDG5 EXCAVATE FOR FOOTINGS & FOUNDATIONS 09/28/93 10/11/93 6005 6010 0 0 0% BLDG5 RESTRAINT 10/12/93 10/12/93 6005 7002 0 0 0% RESTRAINT 10/12/93 10/12/93 SITE 6010 6015 2 2 0% BLDG5 COMPLETE EXCAVATION 10/12/93 10/13/93 6015 6020 0 0 0% BLDG5 RESTRAINT 10/14/93 10/14/93 THE TRI-TECH GROUP UPDT No. 0 PAGE 5 irrrf rYYxrxrx**Yxf iri*4*xr**Yx*xxrrtxr*rt4rx4x**4ir:4*tx***rtrrt*r4xxYrrxrrYYrtrf r:rrYtYYtrt**rxxYrxxrx44rfxrrrtYrt4rt**rtf rtffrr*f Yxx*x**** P R O J E C T E D 1 J ORIG REM % D A T E S RESP NODE NODE DUR DUR COMP AREA ACTIVITY DESCRIPTION START FINISH �f Yf YffrtrtytiYYf*rtYYrf 4ffrrrrxYtxxrxf tf rttrYrrt44r4r4Yrttrr4444rxr44r4rtt4rtt4xrYtittr*Yrtrr44rx4rxxrrx4i♦t4444x4xYttt4r4rYrxixrxt 6015 6030 0 0 0% BLDG5 RESTRAINT 10/14/93 10/14/93 SITE 6020 6025 2 2 0% BLDG5 FND WALLS 10/14/93 10/15/93 6025 6030 0 0 0% BLDG5 RESTRAINT 10/18/93 10/18/93 SITE 6030 6035 3 3 0% BLDG5 SLABS 10/18/93 10/20/93 6035 6040 0 0 0% BLDG5 RESTRAINT 10/21/93 10/21/93 6035 7010 0 0 0% RESTRAINT 10/21/93 10/21/93 GEN 6040 6045 23 23 0% BLDG5 FRAME BUILDING 12/10/93 01/13/94 6045 6050 0 0 0% BLDG5 RESTRAINT 01/14/94 01/14/94 6045 7040 0 0 0% RESTRAINT 01/14/94 01/14/94 GEN 6050 6055 5 5 0% BLDG5 INSTL WALL SHEATHING 01/14/94 01/21/94 6055 6060 0 0 0% BLDG5 RESTRAINT 01/24/94 01/24/94 6055 6070 0 0 0% BLDG5 RESTRAINT 01/24/94 01/24/94 6055 7050 0 0 0% RESTRAINT 01/24/94 01/24/94 GEN 6060 6065 10 10 0% BLDG5 INSTALL ROOFING 01/24/94 02/04/94 6065 6080 0 0 0% BLDG5 RESTRAINT 02/07/94 02/07/94 6065 6095 0 0 0% BLDG5 RESTRAINT 02/07/94 02/07/94 6065 7060 0 0 0% RESTRAINT 02/07/94 02/07/94 GEN 6070 6075 5 5 0% BLDG5 INSTALL WINDOWS 01/24/94 01/28/94 6075 6077 0 0 0% RESTRAINT 01/31/94 01/31/94 6075 6080 0 0 0% BLDG5 RESTRAINT 01/31/94 01/31/94 6075 6095 0 0 0% BLDG5 RESTRAINT 01/31/94 01/31/94 6075 7070 0 0 0% RESTRAINT 01/31/94 01/31/94 GEN 6077 6078 14 14 0% BLDG5 INSTALL SHINGLES 01/31/94 02/18/94 6078 6081 0 0 0% RESTRAINT 02/21/94 02/21/94 6078 7077 0 0 0% RESTRAINT 02/21/94 02/21/94 MLS 6080 6090 0 0 0% BLDG5 BUILDING 5 TIGHT 02/07/94 02/07/94 GEN 6081 6082 10 10 0% BLDG5 MISCELLANEOUS EXTERIOR WORK 02/21/94 03/04/94 6082 6165 0 0 0% RESTRAINT 03/07/94 03/07/94 6082 7081 0 0 0% RESTRAINT 03/07/94 03/07/94 6090 6095 0 0 0% BLDG5 RESTRAINT 02/07/94 02/07/94 HEP 6095 6100 15 15 0% BLDG5 HEAT, ELEC & PLG ROUGHING 02/07/94 02/28/94 6100 6105 0 0 0% BLDG5 RESTRAINT 03/01/94 03/01/94 6100 7095 0 0 0% RESTRAINT 03/01/94 03/01/94 GEN 6105 6110 20 20 0% BLDG5 INSULATE & SHEETROCK 03/01/94 03/28/94 6110 6115 0 0 01'. BLDG5 RESTRAINT 03/29/94 03/29/94 6110 7105 0 0 0% RESTRAINT 03/29/94 03/29/94 GEN 6115 6120 10 10 0% BLDG5 FINISH CARPENTRY,DDORS & WINDOWS 03/29/94 04/11/94 6120 6125 0 0 0% BLDG5 RESTRAINT 04/12/94 04/12/94 6120 6135 0 0 0% RESTRAINT 04/12/94 04/12/94 6120 7115 0 0 0% RESTRAINT 04/12/94 04/12/94 GEN 6125 6130 10 10 0% BLDG5 INTERIOR FINISHES 04/12/94 04/25/94 6130 6155 0 0 0% BLDG5 RESTRAINT 04/26/94 04/26/94 6130 7125 0 0 0% RESTRAINT 04/26/94 04/26/94 HEP 6135 6140 15 15 0% BLDG5 INSTALL HEAT, ELEC & PLG FIXTURES 04/12/94 05/02/94 6140 6155 0 0 0% BLDG5 RESTRAINT 05/03/94 05/03/94 6140 7135 0 0 0% RESTRAINT 05/03/94 05/03/94 GEN 6155 6160 5 5 0% BLDG5 INSTALL & CONNECT APPLIANCES 05/03/94 05/09/94 6160 6165 0 0 0% BLDG5 RESTRAINT 05/10/94 05/10/94 6160 7155 0 0 0% RESTRAINT 05/10/94 05/10/94 ALL 6165 6170 10 10 0% BLDG5 FINAL CLEAN-UP & PUNCHLIST WORK 05/10/94 05/23/94 6170 6171 0 0 0% RESTRAINT 05/24/94 05/24/94 6170 6180 0 0 0% BLDG5 RESTRAINT 05/24/94 05/24/94 AUTH 6171 6172 10 10 0% BLDG5 OBTAIN TEMPORARY CERTIFICATE OF OCCUPANCY 05/24/94 06/07/94 6172 7171 0 0 0% RESTRAINT 06/08/94 06/08/94 MLS 6180 6190 0 0 0% BLDG5 BUILDING 5 COMPLETE 05/24/94 05/24/94 6190 7165 0 0 0% RESTRAINT 05/24/94 05/24/94 SITE 7002 7005 10 10 0% BLDG3 EXCAVATE FOR FOOTINGS & FOUNDATIONS 10/12/93 10/25/93 7005 7010 0 0 0% BLDG3 RESTRAINT 10/26/93 10/26/93 7005 8002 0 0 0% RESTRAINT 10/26/93 10/26/93 SITE 7010 7015 2 2 0% BLDG3 COMPLETE EXCAVATION 10/26/93 10/27/93 7015 7020 0 0 0% BLDG3 RESTRAINT 10/28/93 10/28/93 7015 7030 0 0 0% BLDG3 RESTRAINT 10/28/93 10/28/93 SITE 7020 7025 2 2 0% BLDG3 FND WALLS 10/28/93 10/29/93 7025 7030 0 0 0% BLDG3 RESTRAINT 11/01/93 11/01/93 SITE 7030 7035 3 3 0% BLDG3 SLABS 11/01/93 11/03/93 7035 7040 0 0 0% BLDG3 RESTRAINT 11/04/93 11/04/93 7035 8010 0 0 0% RESTRAINT 11/04/93 11/04/93 GEN 7040 7045 23 23 0% BLDG3 FRAME BUILDING 01/14/94 02/17/94 7045 7050 0 0 0% BLDG3 RESTRAINT 02/18/94 02/18/94 THE TRI-TECH GROUP UPDT No. 0 PAGE 6 r+xtrxrtrt+wwrw+rrwwwxrtxrttwrxrfrrxrrrtrtrtttrtrwrxtwr+txf rffxwrrt+xxxrfffxxxxxtxxrtt+xtrtwxwx+frrr+xxxtwrf rrrrrtf++f rrttwrxrrrrfrt P R O J E C T E D I J ORIG REM % D A T E S RESP NODE NODE DUR DUR COMP AREA ACTIVITY DESCRIPTION START FINISH rxxxtrtr++wtrtr++xtt++w+xrrrxtr++trtrtxxrwr++xwtrrxrfwwx+xftrtr+++r+r+t+++rrfrrrttrxxrf+rtxxxxr+wxttfftfxtr++++fftt+t+rxrxxxxxrx 7045 8040 0 0 0% RESTRAINT 02/18/94 02/18/94 GEN 7050 7055 5 5 0% BLDG3 INSTL WALL SHEATHING 02/18/94 02/24/94 7055 7060 0 0 0% BLDG3 RESTRAINT 02/25/94 02/25/94 7055 7070 0 0 0% BLDG3 RESTRAINT 02/25/94 02/25/94 7055 8050 0 0 0% RESTRAINT 02/25/94 02/25/94 GEN 7060 7065 10 10 0% BLDG3 INSTALL ROOFING 02/25/94 03/10/94 7065 7080 0 0 0% BLDG3 RESTRAINT 03/11/94 03/11/94 7065 7095 0 0 0% BLDG3 RESTRAINT 03/11/94 03/11/94 7065 8060 0 0 0% RESTRAINT 03/11/94 03/11/94 GEN 7070 7075 5 5 0% BLDG3 INSTALL WINDOWS 02/25/94 03/03/94 7075 7077 0 0 0% RESTRAINT 03/04/94 03/04/94 7075 7080 0 0 0% BLDG3 RESTRAINT 03/04/94 03/04/94 7075 7095 0 0 0% BLDG3 RESTRAINT 03/04/94 03/04/94 7075 8070 0 0 0% RESTRAINT 03/04/94 03/04/94 GEN 7077 7078 14 14 0% BLDG3 INSTALL SHINGLES 03/04/94 03/23/94 7078 7081 0 0 0% RESTRAINT 03/24/94 03/24/94 7078 8077 0 0 0% RESTRAINT 03/24/94 03/24/94 MLS 7080 7090 0 0 0% BLDG3 BUILDING 3 TIGHT 03/11/94 03/11/94 GEN 7081 7082 10 10 0% BLDG3 MISCELLANEOUS EXTERIOR WORK 03/24/94 04/06/94 7082 7165 0 0 0% RESTRAINT 04/07/94 04/07/94 7082 8081 0 0 0% RESTRAINT 04/07/94 04/07/94 7090 7095 0 0 0% BLDG3 RESTRAINT 03/11/94 03/11/94 HEP 7095 7100 15 15 0% BLDG3 HEAT, ELEC & PLG ROUGHING 03/11/94 03/31/94 7100 7105 0 0 0% BLDG3 RESTRAINT 04/01/94 04/01/94 7100 8095 0 0 0% RESTRAINT 04/01/94 04/01/94 GEN 7105 7110 20 20 0% BLDG3 INSULATE & SHEETROCK 04/01/94 04/28/94 7110 7115 0 0 0% BLDG3 RESTRAINT 04/29/94 04/29/94 7110 8105 0 0 0% RESTRAINT 04/29/94 04/29/94 GEN 7115 7120 10 10 0% BLDG3 FINISH CARPENTRY,DOORS & WINDOWS 04/29/94 05/12/94 7120 7125 0 0 0% BLDG3 RESTRAINT 05/13/94 05/13/94 7120 7135 0 0 0% RESTRAINT 05/13/94 05/13/94 7120 8115 0 0 0% RESTRAINT 05/13/94 05/13/94 GEN 7125 7130 10 10 0% BLDG3 INTERIOR FINISHES 05/13/94 05/26/94 7130 7155 0 0 0% BLDG3 RESTRAINT 05/27/94 05/27/94 7130 8125 0 0 0% RESTRAINT 05/27/94 05/27/94 HEP 7135 7140 15 15 0% BLDG3 INSTALL HEAT, ELEC & PLG FIXTURES 05/13/94 06/03/94 7140 7155 0 0 0% BLDG3 RESTRAINT 06/06/94 06/06/94 7140 8135 0 0 0% RESTRAINT 06/06/94 06/06/94 GEN 7155 7160 5 5 0% BLDG3 INSTALL & CONNECT APPLIANCES 06/06/94 06/10/94 7160 7165 0 0 0% BLDG3 RESTRAINT 06/13/94 06/13/94 7160 8155 0 0 0% RESTRAINT 06/13/94 06/13/94 ALL 7165 7170 10 10 0% BLDG3 FINAL CLEAN-UP & PUNCHLIST WORK 06/13/94 06/24/94 7170 7171 0 0 0% RESTRAINT 06/27/94 06/27/94 7170 7180 0 0 0% BLDG3 RESTRAINT 06/27/94 06/27/94 AUTH 7171 7172 10 10 0% BLDG3 OBTAIN TEMPORARY CERTIFICATE OF OCCUPANCY 06/27/94 07/08/94 7172 8171 0 0 0% RESTRAINT 07/11/94 07/11/94 MLS 7180 7190 0 0 0% BLDG3 BUILDING 3 COMPLETE 06/27/94 06/27/94 7190 8165 0 0 0% RESTRAINT 06/27/94 06/27/94 SITE 8002 8005 10 10 0% BLDG1 EXCAVATE FOR FOOTINGS 8 FOUNDATIONS 10/26/93 11/08/93 8005 8010 0 0 0% BLDG1 RESTRAINT 11/09/93 11/09/93 SITE 8010 8015 2 2 0% BLDG1 COMPLETE EXCAVATION 11/09/93 11/10/93 8015 8020 0 0 0% BLDG1 RESTRAINT 11/11/93 11/11/93 8015 8030 0 0 0% BLDG1 RESTRAINT 11/11/93 11/11/93 SITE 8020 8025 2 2 0% BLDG1 FND WALLS 11/11/93 11/12/93 8025 8030 0 0 0% BLDG1 RESTRAINT 11/15/93 11/15/93 SITE 8030 8035 3 3 0% BLDG1 SLABS 11/15/93 11/17/93 8035 8040 0 0 0% BLDG1 RESTRAINT 11/18/93 11/18/93 GEN 8040 8045 17 17 0% BLDG1 FRAME BUILDING 02/18/94 03/14/94 8045 8050 0 0 0% BLDG1 RESTRAINT 03/15/94 03/15/94 GEN 8050 8055 5 5 0% BLDG1 INSTL WALL SHEATHNG 03/15/94 03/21/94 8055 8060 0 0 0% BLDG1 RESTRAINT 03/22/94 03/22/94 8055 8070 0 0 0% BLDG1 RESTRAINT 03/22/94 03/22/94 GEN 8060 8065 8 8 0% BLDG1 INSTALL ROOFING 03/22/94 03/31/94 8065 8080 0 0 0% BLDG1 RESTRAINT 04/01/94 04/01/94 8065 8095 0 0 0% BLDG1 RESTRAINT 04/01/94 04/01/94 GEN 8070 8075 4 4 0% BLDG1 INSTALL WINDOWS 03/22/94 03/25/94 8075 8077 0 0 0% RESTRAINT 03/28/94 03/28/94 8075 8080 0 0 0% BLDG1 RESTRAINT 03/28/94 03/28/94 8075 8095 0 0 0% BLDG1 RESTRAINT 03/28/94 03/28/94 THE TRI-TECH GROUP UPDT No. 0 PAGE 7 rr�xrxxxxxwxxxxrxrrwrxxxxrxxwr«rxxxxxxxxxxrxxxxtxxxxx«xwxrrxr«wwxxrxxxwrxxrxrxrr«trrwxrxxxtxrrxrtrrxrxxttxxxr«xxxrx«xrrx«xxxrxr«xxxx P R O J E C T E D I J OR1G REM % D A T E S RESP NODE NODE DUR DUR COMP AREA ACTIVITY DESCRIPTION START FINISH ««xx«xxr««xxrxxr««txxr««w«x««rrxxxxxtw«««txxxxrxwr«w«xrw«kwxrxwx«x«xxxww««txxxxxxr«««««xx«xx««««««txxxxt«xxxxrr«««rxrwww««xxxr« GEN 8077 8078 10 10 0% BLDG1 INSTALL SHINGLES 03/28/94 04/08/94 8078 8081 0 0 0% RESTRAINT 04/11/94 04/11/94 MLS 8080 8090 0 0 0% BLDG1 BUILDING 1 TIGHT 04/01/94 04/01/94 GEN 8081 8082 10 10 0% BLDG1 MISCELLANEOUS EXTERIOR WORK 04/11/94 04/22/94 8082 8165 0 0 0% RESTRAINT 04/25/94 04/25/94 8090 8095 0 0 0% BLDG1 RESTRAINT 04/01/94 04/01/94 HEP 8095 8100 10 10 0% BLDG1 HEAT, ELEC & PLG ROUGHING 04/01/94 04/14/94 8100 8105 0 0 0% BLDG1 RESTRAINT 04/15/94 04/15/94 GEN 8105 8110 15 15 0% BLDG1 INSULATE & SHEETROCK 04/29/94 05/19/94 8110 8115 0 0 0% BLDG1 RESTRAINT 05/20/94 05/20/94 GEN 8115 8120 10 10 0% BLDG1 FINISH CARPENTRY,DDORS & WINDOWS 05/20/94 06/03/94 8120 8125 0 0 0% BLDG1 RESTRAINT 06/06/94 06/06/94 8120 8135 0 0 0% RESTRAINT 06/06/94 06/06/94 GEN 8125 8130 10 10 0% BLDG1 INTERIOR FINISHES 06/06/94 06/17/94 8130 8155 0 0 0% BLDG1 RESTRAINT 06/20/94 06/20/94 HEP 8135 8140 10 10 0% BLDG1 INSTALL HEAT, ELEC & PLG FIXTURES 06/06/94 06/17/94 8140 8155 0 0 0% BLDG1 RESTRAINT 06/20/94 06/20/94 GEN 8155 8160 5 5 0% BLDG1 INSTALL & CONNECT APPLIANCES 06/20/94 06/24/94 8160 8165 0 0 0% BLDG1 RESTRAINT 06/27/94 06/27/94 ALL 8165 8170 10 10 0% BLDG1 FINAL CLEAN-UP & PUNCHLIST WORK 06/27/94 07/08/94 8170 8171 0 0 0% RESTRAINT 07/11/94 07/11/94 8170 8180 0 0 0% BLDG1 RESTRAINT 07/11/94 07/11/94 AUTH 8171 8172 10 10 0% BLDG1 OBTAIN TEMPORARY CERTIFICATE OF OCCUPANCY 07/11/94 07/22/94 8172 9000 0 0 0% RESTRAINT 07/25/94 07/25/94 MLS 8180 8190 0 0 0% BLDG1 BUILDING 1 COMPLETE 07/11/94 07/11/94 8190 9000 0 0 0% RESTRAINT 07/11/94 07/11/94 AUTH 9000 9001 10 10 0% MLS OBTAIN CERTIFICATE OF OCCUPANCY 07/25/94 08/05/94 9001 9998 0 0 0% RESTRAINT 08/08/94 08/08/94 MLS 9998 9999 0 0 0% MLS PROJECT COMPLETE 08/08/94 08/08/94 SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. The General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. This Section includes the following: 1 . Removal of existing asphalt pavement. 2. Protection of existing trees to remain. 3. Removal of trees indicated to be removed and other vegetation. 4. Topsoil stripping. B. Work of this Section shall also include making saw cuts in existing concrete_ sidewalks and curbs and removing sections of sidewalk and curbing as required. 1 .03 PROJECT CONDITIONS: A. Traffic: Conduct site-clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks, or other occupied or used facilities without permission from authorities having jurisdiction. B. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. 1 . Protect improvements on adjoining properties. 2. Restore damaged improvements to their original condition, as acceptable to property owners. C. Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain in place against unnecessary cutting, breaking or skinning of roots, skinning or bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Site Clearing PE&P Project No. 2570 02110-1 1 . Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations. 2. Provide protection for roots over 1-1/2 inch in diameter that are cut during construction operations. Coat cut faces with an emulsified asphalt or other acceptable coating formulated to use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. 3. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations in a manner acceptable to Architect. Employ a licensed arborist approved by the Authority to repair damage to trees and shrubs including root systems. D. Improvements on Adjoining Property: Authority for performing removal and alteration work on property adjoining Owner's property will be obtained by Owner prior to award of contract. 1 . Extent of work on adjacent property is indicated on Drawings. PART 2 - PRODUCTS A. Not applicable to this Section. PART 3 - EXECUTION 3.01 SITE CLEARING: A. General : Remove trees, shrubs, grass, and other vegetation, asphalt pavements and other surface improvements, or obstructions, as required, to permit installation of new construction. Remove similar items elsewhere on site or premises as specifically indicated. Removal includes digging out and legally disposing of stumps and roots and all other material off-site. 1 . Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. B. Topsoil : Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4 inches. Satisfactory topsoil is reasonably free of subsoil , clay lumps, stones, and other objects over 2 inches in diameter, and without weeds, roots, and other objectionable material . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Site Clearing PE&P Project No. 2570 02110-2 1 . Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material . a. Remove heavy growths of grass from areas before stripping. b. Where existing trees are indicated to remain, leave existing topsoil in place within drip lines to prevent damage to root system. 2. Stockpile topsoil in storage piles in areas indicated or as directed. Construct storage piles to provide free drainage of surface water in conformance to local erosion control regulations. Cover storage piles, if required, to prevent wind erosion. 3. Acceptable excess topsoil may be placed in non-structural , on-site fills. C. Clearing and Grubbing: Clear site of trees, shrubs, and other vegetation, except for those indicated to be left standing. 1 . Completely remove stumps, roots, and other debris protruding through ground surface. 2. Use only hand methods for grubbing inside drip line of trees indicated to remain. 3. Fill depressions caused by clearing and grubbing operations with satisfactory soil material , unless further excavation or earthwork is indicated. a. Place fill material in horizontal layers not exceeding 6 inches loose depth, and thoroughly compact each layer to a density equal to adjacent original ground. 3.02 DISPOSAL OF WASTE MATERIALS: A. Burning on Owner's Property: Burning is not permitted on Owner's property. B. Securing of areas for legal dispose of waste materials is the Contractor's responsibility. END OF SECTION 02110 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Site Clearing PE&P Project No. 2570 02110-3 SECTION 02200 - EARTHWORK PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. This Section includes the following: 1. Preparing and grading subgrades for slabs-on-grade, walks, pavements, and landscaping. 2. Excavating and backfilling for buildings and structures. 3. Drainage and moisture-control fill course for slabs-on-grade. 4. Subbase course for walks and pavements. 5. Subsurface drainage backfill for walls. B. Related Sections: The following Sections contain requirements that relate to this Section. 1. Division 2 Section "Site Clearing" for site stripping, grubbing, topsoil removal, and tree protection. 2. Division 2 Section "Foundation Drainage" for footings, underslab, and wall drainage. 3. Division 2 Section "Trenching". 4. Division 2 Sections 02936, 02938 and 02950 for finish grading, including placing and preparing topsoil for lawns and planting. 5. Division 3 Section "Concrete Work" for concrete for foundations, slabs on grade, etc. C. Contractor shall make all provisions necessary to comply with local erosion control laws. 1.04 DEFINITIONS: A. Excavation consists of the removal of ,material encountered to subgrade elevations and the reuse or disposal of materials removed. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-1 B. Subgrade: The uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. C. Borrow: Soil material obtained off-site when sufficient approved soil material is not available from excavations. D. Subbase Course: The layer placed between the subgrade and base course in a paving system or the layer placed between the subgrade and surface of a pavement or walk. E. Drainage Fill : Course of washed granular material supporting slab-on-grade placed to cut off upward capillary flow of pore water. F. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below ground surface. G. Utilities include on-site and off-site underground pipes, conduits, ducts, and cables, as well as underground services within building lines. 1.05 SUBMITTALS: A. Test Reports: In addition to test reports required under field quality control, submit the following: 1. Laboratory analysis of each soil material proposed for fill and backfill from on-site and borrow sources. 2. One optimum moisture-maximum density curve for each soil material. 3. Report of actual unconfined compressive strength and/or results of bearing tests of each stratum tested. B. Blasting plan approved by authorities having jurisdiction. 1.06 QUALITY ASSURANCE: A. Codes and Standards: Perform earthwork complying with requirements of authorities having jurisdiction. B. Comply with applicable requirements of NFPA 495--Explosive Materials Code. C. Testing and Inspection Service: Employ a qualified independent geotechnical engineering testing agency to classify proposed on-site and borrow soils to verify that soils comply with specified requirements and to perform required field and laboratory testing. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-2 1.07 PROJECT CONDITIONS: A. Site Information: Data in subsurface investigation reports was used for the basis of the design and are available to the Contractor for information only. Conditions are not intended as representations or warranties of accuracy or continuity between datum points. The Owner will not be responsible for interpretations or conclusions drawn from this data by Contractor. 1. Additional test borings and other exploratory operations may be performed by Contractor, at the Contractor's option; however, no change in the Contract Sum will be authorized for such additional exploration. B. Existing Utilities and Structures: Locate existing underground utilities in areas of excavation work. If utilities are indicated to remain in place, provide adequate means of support and protection during earthwork operations. 1. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. 2. When utilities and structures which are not scheduled to remain lie within an area to be excavated, it shall be the Contractor's responsibility for removal and disposal of any such item. C. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with warning lights. 1. Operate warning lights as recommended by authorities having jurisdiction. 2. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. 3. Perform excavation by hand within dripline of trees to remain. Protect root system from damage or dryout to the greatest extent possible. Maintain moist condition for root system and cover exposed roots with moistened burlap. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-3 PART 2 - PRODUCTS 2.01 SOIL MATERIALS: A. General : Provide approved borrow soil materials from off-site when sufficient approved soil materials are not available from excavations. B. Satisfactory Soil Materials: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM; free of rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation and other deleterious matter. C. Unsatisfactory Soil Materials: ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT. D. Backfill and Fill Materials: Satisfactory soil materials. E. Subbase and Base Material : Naturally or artificially graded mixture of natural or crushed gravel , crushed stone, and natural or crushed sand, ASTM D 2940, with at least 95 percent passing a 1-1/2-inch sieve and not more than 8 percent passing a No. 200 sieve. F. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, coarse aggregate grading size 57, with 100 percent passing a 1-1/2-inch sieve and not more than 5 percent passing a No. 8 sieve. G. Filtering Material: Evenly graded mixture of natural or crushed gravel or crushed stone and natural sand, with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 50 sieve. H. Impervious Fill: Clayey gravel and sand mixture capable of compacting to a dense state. PART 3 - EXECUTION 3.01 PREPARATION: A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Protect subgrades and foundation soils against freezing temperatures or frost. Provide protective insulating materials as necessary. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-4 C. Provide erosion control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. D. Tree protection is specified in the Division 2 Section "Site Clearing. " 3.02 DEWATERING: A. Prevent surface water and subsurface or ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site, surrounding area and from run-off onto adjacent property. B. Protect subgrades and foundation soils from softening and damage by rain or water accumulation. 3.03 BLASTING: A. Blasting work shall be performed according to the requirements specified herein and those on the Drawings. B. Blasting shall be performed only when proper precautions are taken for the protection of personnel, the Work, adjacent property, or other protection as may be required. Submit for review a blasting program and schedule which outlines the proposed drilling and blasting techniques and the safety precautions intended for use. Secure required blasting permits from the governing authorities and comply with all applicable laws and regulations. Caps or other detonators or fuses shall i no case be stored or transported i the same place in which dynamite or other explosives are stored or transported. Be responsible for the location of storage magazines, methods of transportation and precautions taken to prevent accidents. The Contractor shall at all times be liable for any injuries to person or property caused by or arising from the use of explosives. 1. Use a non-electric detonation system whenever possible. a. If electric caps are used, a check must be made for stray currents induced current and radio frequency energy to ensure that this hazardous extraneous electricity is at an acceptable safe level . C. Every precaution shall be taken in the blasting operations to preserve the integrity of the rock outside the lines of excavation in the soundest possible conditions. As an excavation approaches its final lines, the depth of the blast holes, the amount of explosives used per hole, and the volume of rock blasted shall be reduced progressively. Blasting shall be done only to the lines and grades shown. The Contractor shall submit plans and methods of operation for rock excavation work before the work is started. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-5 Review of the method of blasting or the strength and amount of explosives used will not relieve the Contractor of responsibility for the blasting operation. D. Explosives shall be of such quantity and power and be used in such locations as will not tend to open seams or to crack or damage rock outside the prescribed limits of excavation. Whenever continuation of blasting may damage rock on which or against which concrete is to be placed, the use of explosives shall be discontinued and excavations shall be completed by wedging, shoring, channeling or other suitable means. 1. Provide an open face or maximum relief for burden. E. Vibrations resulting from blasting will be maintained at levels which will avoid damage to persons, property, the Work, and slopes which are to remain including areas surrounding the site. The amount of powder used and the blast vibrations result in peak particle velocities (any dimension) less than those listed below for the indicated types of facilities: Facility Maximum Particle Velocity Concrete less than 12 hours old 0.10 in./second All other new or existing adjacent buildings or other facilities 2.00 in./second F. The Town will engage a consulting geotechnical engineer to monitor all blasting activities. All blasts will be monitored using a three-dimensional velocity seismograph and instantaneous readings of the peak particle velocity experienced at the nearest vibration-sensitive facility will be thereby determined. Establishment of maximum changes per delay will not relieve the Contractor of his liability for any or all damage caused by the blasting operations. The Contractor will notify the Construction Manager at least 7 days before the start of blasting. 1. The Town's monitoring of blasting operations does not remove the Contractor from the responsibility for damages caused by the blasting work. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-6 G. For all blasting, the Contractor shall employ a supervisor thoroughly experienced in this type of work and shall at all times maintain rigid inspection and quality control to assure that the intent of these requirements is fully complied with. 3.04 STABILITY OF EXCAVATIONS: A. Comply with local codes, ordinances, and requirements of authorities having jurisdiction to maintain stable excavations. 3.05 EXCAVATION FOR STRUCTURES: A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 0.10 foot. Extend excavations a sufficient distance from structures for placing and removing concrete formwork, installing services and other construction, and for inspections. 1. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work. 2. Excavation for Underground Tanks, Basins, and Mechanical or Electrical Appurtenances: Excavate to elevations and dimensions indicated within a tolerance of plus or minus 0.10 foot. Do not disturb bottom of excavations intended for bearing surface. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-7 3.06 EXCAVATION FOR WALKS AND PAVEMENTS: A. Excavate surfaces under walks and pavements to indicated cross sections, elevations, and grades, as indicated within a tolerance of 0.10 foot. 3.07 APPROVAL OF SUBGRADE: A. Notify Architect when excavations have reached required subgrade. B. When Architect determines that unforeseen unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. C. Contractor shall , at no additional cost to Owner, reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by the Architect. 3.08 UNAUTHORIZED EXCAVATION: A. Fill unauthorized excavation under foundations or wall footings by extending indicated bottom elevation of concrete foundation or footing to excavation bottom, without altering required top elevation. Lean concrete fill may be used to bring elevations to proper position when acceptable to the Architect. 1. Fill unauthorized excavations under other construction as directed by the Architect. B. Where indicated widths of utility trenches are exceeded, provide stronger pipe, or special installation procedures, as required by the Architect. 3.09 STORAGE OF SOIL MATERIALS: A. Stockpile excavated materials acceptable for backfill and fill soil materials, including acceptable borrow materials. Stockpile soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent wind-blown dust. 1. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees. 2. Take all measures necessary to comply with local erosion control regulations. 3.10 BACKFILL: A. Backfill excavations promptly, but not before completing the following: HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-8 1. Acceptance of construction below finish grade including, where applicable. 2. Surveying locations of underground structures for record documents. 3. Testing, inspecting, and approval of underground work. 4. Concrete formwork removal . 5. Removal of trash and debris from excavation. 6. Removal of temporary shoring and bracing, and sheeting. 7. Installing permanent or temporary horizontal bracing on horizontally supported walls. 3.11 SUBSURFACE DRAINAGE BACKFILL: A. Subsurface Drain: Place a 6-inch compacted course of filtering material to support drainage pipe. After installing and testing, encase drainage pipe in a minimum of 6 inches of compacted filtering material and wrap in filter fabric, overlapping edges at least 6 inches. B. Drainage Backfill : Place and compact drainage backfill of filtering material over subsurface drain, in width indicated, to within 12 inches of final subgrade. C. Impervious Fill: Place and compact impervious fill material over drainage backfill to final subgrade. 3.12 FILL: A. Preparation: Remove vegetation, topsoil, debris, wet, and unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placing fills. 1. Plow strip, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing surface. B. When subgrade or existing ground surface to receive fill has a density less than that required for fill , break up ground surface to depth required, pulverize, moisture-condition or aerate soil and recompact to required density. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-9 C. Place fill material in layers to required elevations for each location listed below. : 1. Under grass, use satisfactory excavated or borrow soil material. 2. Under walks and pavements, use subbase or base material, or satisfactory excavated or borrow soil material. 3. Under steps and ramps, use subbase material. 4. Under building slabs, use drainage fill material. 3.13 MOISTURE CONTROL: A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air-dry satisfactory soil material that is too wet to compact to specified density. a. Stockpile or spread and dry removed wet satisfactory soil material. 3.14 COMPACTION: A. Place backfill and fill materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand-operated tampers. B. Place backfill and fill materials evenly on all sides of structures to required elevations. Place backfill and fill uniformly along the full length of each structure. C. Percentage of Maximum Dry Density Requirements: Compact soil to not less than the following percentages of maximum dry density according to ASTM D 1557: 1. Under structures, building slabs, steps, and pavements, compact the top 12 inches below subgrade and each layer of backfill or fill material at 95 percent maximum dry density. 2. Under walkways, compact the top 6 inches below subgrade and each layer of backfill or fill material at 95 percent maximum dry density. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-10 3. Under lawn or unpaved areas, compact the top 6 inches below subgrade and each layer of backfill or fill material at 90 percent maximum dry density. 3.15 GRADING: A. General : Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between existing adjacent grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to conform to required surface tolerances. B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus 0.10 foot. 2. Walks: Plus or minus 0.10 foot. 3. Pavements: Plus or minus 1/2 inch. C. Grading Inside Building Lines: Finish subgrade to a tolerance of 1/2 inch when tested with a 10-foot straightedge. 3.16 SUBBASE AND BASE COURSES: A. Under pavements and walks, place subbase course material on prepared subgrades. Place base course material over subbases to pavements. 1. Compact subbase and base courses at optimum moisture content to required grades, lines, cross sections and thickness to not less than 95 percent of ASTM D 4254 relative density. 2. Shape subbase and base to required crown elevations and cross-slope grades. 3. When thickness of compacted subbase or base course is 6 inches or less, place materials in a single layer. 4. When thickness of compacted subbase or base course exceeds 6 inches, place materials in equal layers, with no layer more than 6 inches thick or less than 3 inches thick when compacted. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-11 3.17 DRAINAGE FILL: A. Under slabs-on-grade, place drainage fill course on prepared subgrade. 1. Compact drainage fill to required cross sections and thickness. 2. When compacted thickness of drainage fill is 6 inches or less, place materials in a single layer. 3. When compacted thickness of drainage fill exceeds 6 inches thick place materials in equal layers, with no layer more than 6 inches thick nor less than 3 inches thick when compacted. 3.18 FIELD QUALITY CONTROL: A. The Owner will provide the services of an independent Testing Agency. Contractor shall allow testing agency to inspect and test each subgrade and each fill or backfill layer. Do not proceed until test results for previously completed work verify compliance with requirements. 1. In-place field density tests will be performed according to ASTM D 1556 (sand cone method) , ASTM D 2167 (rubber balloon method) , or ASTM D 2937 (drive cylinder method) , as applicable. a. Field in-place density tests may also be performed by the nuclear method according to ASTM D 2922, provided that calibration curves are periodically checked and adjusted to correlate to tests performed using ASTM D 1556. With each density calibration check, check the calibration curves furnished with the moisture gages according to ASTM D 3017. b. When field in-place density tests are performed using nuclear methods, calibration checks shall be made of both density and moisture gages at beginning of work, on each different type of material encountered, and at intervals as directed by the Architect. 2. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of each subgrade with related tested strata when acceptable to the Architect. 3. Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill layer, at least one field in-place density test for every 2,000 sq. ft. or less of paved area or building slab, but in no case fewer than three tests will be performed. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-12 4. Foundation Wall Backfill : In each compacted backfill layer, at least one field in-place density test for each 100 feet or less of wall length, but no fewer than two tests along a wall face will be performed. B. When testing agency reports that subgrades, fills, or backfills are below specified density, Contractor shall, at no additional cost to Owner, scarify and moisten or aerate, or remove and replace soil to the depth required, recompact and retest until required density is obtained. 3.19 PROTECTION: A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and re-establish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or lose compaction due to subsequent construction operations or weather conditions. 1. Scarify or remove and replace material to depth directed by the Architect; reshape and recompact at optimum moisture content to the required density. C. Settling: Where settling occurs during the Project correction period, remove finished surfacing, backfill with additional approved material , compact, and reconstruct surfacing. 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greatest extent possible. 3.20 DISPOSAL OF SURPLUS AND WASTE MATERIALS: A. Disposal : Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off the Owner's property. END OF SECTION 02200 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Earthwork PE&P Project No. 2570 02200-13 SECTION 02221 - TRENCHING ------------------- PART 1 - GENERAL ------------------- 1.01 RELATED DOCUMENTS A. Section includes: 1. Trench excavation, backfill and compaction for installation of underground piping and utility lines. 2. Refer to Section 02200 - Earthwork for excavation, backfill , grading and compaction of all other types of excavation. B. Refer to Division 1 and related work specified elsewhere: 1. Section 02200 - Earthwork 2. Section 02513 - Asphalt Concrete Paving 3. Section 02711 - Foundation Drainage 4. Section 02720 - Storm Sewer and Underground Santitary Sewer Systems 5. Section 02730 - Underground Domestic and Fire Water Piping System 6. Section 16530 - Site Lighting 1.02 DIVISION OF RESPONSIBILITIES A. New Construction 1. The Site Work Contractor shall provide all trenching work required for work in his contract, and for work to be performed by Con Edison, including trench excavation, backfill to finish grade shown on drawings, and removal of excess material removed during trench excavation. 2. Site Contractor shall coordinate his work with the utility company's installation of gas and electric and communication utilities, in ample time for backfill , compaction, grading and seeding or paving, so that work progresses according to schedule. 3. Electrical contractor shall provide trenching and back filling for all conduit for wiring of fixtures required by his work. HOMMOCKS PARK APARTMENTS TRENCHING 02221-1 Mamaroneck, New York PE&P No. 2570 4. Electrical contractor shall be responsible for trenching for power supply to sanitary sewer pump controls, and for power and control wiring to lift stations. 5. All Contractors performing trenching shall be responsible for insuring that trenching which is required for his work is properly backfilled, compacted and tested in accordance with testing and quality control specified elsewhere. 6. All contractors shall be responsible for removal of any and all obstructions which may occur in the trenching line required for his work. 1 .03 SUBMITTALS A. Comply with requirements of General Conditions, and as modified below. B. Samples 1. Submit approximately 1 gallon (by volume) of each type of gravel and stone specified for backfill in a substantial container, naming source for each materials. 1.04 QUALITY ASSURANCE A. Regulatory requirements: 1. Comply with applicable requirements of OSHA, governing authorities having jurisdiction, and State Labor Department for trenching work, including required shoring. 1.05 SEQUENCING AND SCHEDULING A. Refer to General Conditions for coordination and job scheduling requirements. 1.06 PROJECT CONDITIONS A. Site Information: Data in subsurface investigation reports was used for the basis of the design and are available to the Contractor for information only. Conditions are not intended as representatives or warranties of accuracy or continuity between datum points. The Town will not be responsible for interpretations or conclusions drawn from this data by Contractor. 1. Additional test borings and other exploratory operations may be performed by Contractor, at the Contractor's option; however, no change in the Contract Sum will be authorized for such additional exploration. HOMMOCKS PARK APARTMENTS TRENCHING 02221-2 Mamaroneck, New York PE&P No. 2570 B. Existing Utilities and Structures: Locate existing underground utilities in areas of excavation work. if utilities are indicated to remain in place, provide adequate means of support and protection during earthwork operations. 1. Should uncharted, or incorrectly charted, piping or other utilites be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. 2. When utilities and structures which are not scheduled to remain lie within an area to be excavated it shall be the contractors responsibility for removal and disposal of any such item. ------------------- PART 2 - PRODUCTS ------------------- 2.01 MATERIALS A. Backfill: 1. Material free from cinders, ashes, refuse, vegetable or organic material , boulders, rocks or stones, or other unsuitable material . 2. Sand: a. Natural bank sand, graded from fine to coarse, not lumpy or frozen, containing no more than 10 percent by weight of loam and clay. b. Gradation requirements: i . 100 percent passing 3/4" sieve. ii . No more than 5 percent passing the No. 200 sieve. 3. Gravel : a. Natural bank gravel with durable particles and without excessive loan and clay contents, graded from fine to coarse in uniform combination, not lumpy or frozen, with no boulders or stones larger than 2" , similar to Type 1 Fill Material (refer to Section 02200 - Earthwork) . HOMMOCKS PARK APARTMENTS TRENCHING 02221-3 Mamaroneck, New York PE&P No. 2570 b. Gradation requirements: No more than 10 percent passing the No. 200 sieve. 4. Structural Fill : "K-Crete" as required for backfilling under public streets and as shown on the drawings. 5. Excavated material : a. When type of backfill material is not indicated on drawings or in project manual , use material excavated on site which has been approved by Architect for use as Type 1 Fill . ------------------- PART 3 - EXECUTION ------------------- 3.01 EXCAVATION A. Excavate trenches to depth shown on drawings, providing uniform an continuous bearing support for pipe on solid, undisturbed ground at every point between pipe connection. Excavate at least 50 ft. in advance of pipe laying, but no more than one average day's pipe laying Brace and drain trenches as required; conduct discharge from dewatering pumps to natural channels, to drains, or to storm sewers. 1. Provide sufficient trench width to permit proper laying and joining of pipe, proper placement of backfill , and clearance of at least 6" on either side of barrel of pipe. Increase width of trench as required to permit convenient placement of timber supports, placement of sheeting and bracing, and proper handling of fittings. 2. Prepare finish grade of trench bottom with hand tools. Where elevations are not shown on drawings, excavate to depth required to place minimum 18" fill above top of pipe. Provide "bell holes at each pipe joint for proper joining. 3. Where excavation is carried below specified elevation, backfill with Type 1 material (refer to Section 02200) and compact to provide firm, unyielding subgrade as approved by Architect. HOMMOCKS PARK APARTMENTS TRENCHING 02221-4 Mamaroneck, New York PE&P No. 2570 B. Rock excavation: Comply with provisions of Section 62200 unless otherwise indicated. C. Excavation Around Trees: 1. When trenching is required within drip line, tunnel under or around roots by hand digging. Do not cut main lateral roots or tap roots; cut smaller roots interfering with trenching. D. Excavated materials: 1. Control stockpiling of materials excavated from trenches to prevent water running into excavation. 2. Divert storm and other surface waters into existing water curses to other temporary drains away from trench excavations. Do not obstruct existing surface drainage. 3.02 BACKFILLING A. Backfilling under pipe: 1. Backfill by hand, from the bottom of trench to the center line or pipe, with sand, gravel , as approved by Architect, placed in 3" layers and compacted by tamping. 2. Deposit backfill material full width of trench on both sides of pipe, fittings and appurtenances simultaneously. B. Backfilling over pipe: 1. Backfill by hand or approved mechanical means from center line on pipe, fittings and appurtenances in accordance with dimensions above top of pipe and with materials indicated on drawings, placed in 3" layers and compacted by tamping. Use special care in placing backfill to avoid injury or moving the pipe. 2. Unless otherwise indicated, backfill remainder of trench with on-site Type 1 structural fill approved by Architect. Place in 8" layers with each layer properly compacted. a. Under roads, walks and parking lots. fill trench to surface with fill material as specified in Section 02200 - Earthwork. b. Compact each layer of backfill under pavement and slab-on-grade at 95 percent maximum density for cohesive soil material . HOMMOCKS PARK APARTMENTS TRENCHING 02221-5 Mamaroneck, New York PE&P No. 2570 3. Remove excess material excavated from trencn from site and legally dispose of it. 3.03 FIELD QUALITY CONTROL A. The Prime Contractor shall provide services of an independent testing laboratory to observe and test trench backfill work done under their contract, and to certify that the backfill meets specified requirements and is suitable for the finish construction to be installed over the trench. Refer to Section 01400 - Testing and Quality Control. Submit copies of testing laboratory reports to Architect. END OF SECTION 02221 HOMMOCKS PARK APARTMENTS TRENCHING 02221-6 Mamaroneck, New York PE&P No. 2570 SECTION 02282 - TERMITE CONTROL PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. This Section includes soil treatment for termite control. 1.03 SUBMITTALS: A. General : Submit the following according to the General Conditions. B. Product data and application instructions. C. Certification that products used comply with U.S. Environmental Protection Agency (EPA) regulations for termiticides. 1.04 QUALITY ASSURANCE: A. In addition to requirements of these specifications, comply with manufacturer's instructions and recommendations for preparing substrate and application. B. Engage a professional pest control operator who is licensed according to regulations of governing authorities to apply soil treatment solution. C. Use only termiticides that bear a federal registration number of the EPA and are approved by local authorities having jurisdiction. 1.05 JOB CONDITIONS: A. Restrictions: Do not apply soil treatment solution until excavating, filling, and grading operations are completed. B. To ensure penetration, do not apply soil treatment to frozen or excessively wet soils or during inclement weather. Comply with handling and application instructions of the soil toxicant manufacturer. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Termite Control PE&P Project No. 2570 02282-1 1 .06 WARRANTY: A. Warranty: Furnish written warranty, executed by Applicator and Contractor, certifying that applied soil termiticide treatment will prevent infestation of subterranean termites. If subterranean termite activity is discovered during warranty period, Contractor will re-treat soil and repair or replace damage caused by termite infestation. B. Warranty Period: 5 years from date of Substantial Completion. C. The warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under requirements of the Contract Documents. PART 2 - PRODUCTS 2.01 SOIL TREATMENT SOLUTION: A. General : Use an emulsible, concentrated termiticide that dilutes with water, specially formulated to prevent termites infestation. Fuel oil will not be permitted as a diluent. Provide a solution consisting of one of following chemical elements. B. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: 1. Chloropyrifos: a. Dursban TC, Dow Chemical Co. 2. Permathrin: a. Dragnet FT, FMC Corp. b. Torpedo, ICI Americas, Inc. 3. Cypermethrine: a. Prevail FT, FMC Corp. b. Demon, ICI Americas, Inc. 4. Fenvalerate: a. Gold Coast Tribute, Du Pont. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Termite Control PE&P Project No. 2570 02282-2 5. Isofenphose: a. Pryfon, Mobay Corp. C. Dilute with water to concentration level recommended by manufacturer. D. Other solutions may be used as recommended by Applicator if approved for intended application by local authorities having jurisdiction. Use only soil treatment solutions that are not harmful to plants. PART 3 - EXECUTION 3.01 APPLICATION: A. Surface Preparation: Remove foreign matter that could decrease treatment effectiveness on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted areas under slabs and foundations. Toxicants may be applied before placing compacted fill under slabs if recommended by toxicant manufacturer. B. Application Rates: Apply soil treatment solution as follows: 1 . Under slab-on-grade structures, treat soil before concrete slabs are placed, using the following application rates: a. Apply 4 gallons of chemical solution per 10 linear feet to soil in critical areas under slab, including entire inside perimeter of foundation walls, along both sides of interior partition walls, around plumbing pipes and electric conduit penetrating slab, and around interior column footers. b. Apply 1 gallon of chemical solution per 10 sq. ft. as an overall treatment under slab and attached slab areas where fill is soil or unwashed gravel . Apply 1-1/2 gallons of chemical solution to areas where fill is washed gravel or other coarse absorbent material . c. Apply 4 gallons of chemical solution per 10 linear feet of trench for each foot of depth from grade to footing, along outside edge of building. Dig a trench 6 to 8 inches wide along outside of foundation to a depth of not less than 12 inches. Punch holes to top of footing at not more than 12 inches o.c. and apply chemical solution. Mix chemical solution with the soil as it is being replaced in the trench. 2. Under crawlspace and basement structures, treat soil along HOMMOCKS PARK APARTMENTS Mamaroneck, New York Termite Control PE&P Project No. 2570 02282-3 exterior and interior walls of foundations with shallow footings as specified above for exterior of slab-on-grade structures. 3. Treat soil under or around crawlspace structures as follows: a. Apply 4 gallons of chemical solution per 10 linear feet of trench along inside of foundation walls, along both sides of interior partitions, and around piers and plumbing. Do not apply an overall treatment in crawlspaces. b. Apply 4 gallons of chemical solution per 10 linear feet of trench, for each foot of depth from grade to footing, along outside of foundation walls, including part beneath entrance platform porches, etc. c. Apply 4 gallons of chemical solution per 10 linear feet along the inside and outside of foundation walls of porches. d. Apply one gallon per 10 sq. ft. of soil surface as an overall treatment only where attached concrete platform and porches are on fill or ground. 4. At expansion joints, control joints, and areas where slabs will be penetrated, apply at rate of 4 gallons per 10 linear feet of penetration. C. Post signs in areas of application to warn workers that soil termiticide treatment has been applied. Remove signs after areas are covered by other construction. D. Reapply soil treatment solution to areas disturbed by subsequent excavation, landscape grading, or other construction activities following application. END OF SECTION 02282 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Termite Control PE&P Project No. 2570 02282-4 SECTION 02452 - TRAFFIC SIGNAGE PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Work of this Section includes furnishing and installing all traffic signage as indicated on the Drawings and generally as specified herein. 1 .03 SUBMITTALS: A. Shop Drawings: 1 . Submit shop drawings for all traffic signage. 1 .04 QUALITY ASSURANCE: A. Codes and Standards: Comply with Standard Specifications of the New York State Department of Transportation, Design and Construction Division and with Local governing regulations if more stringent than herein specified. PART 2 - PRODUCTS 2.01 MATERIALS: A. Use materials in accordance with Section 645 of the State of New York Department of Transportation Specifications. B. Posts and traffic sign panels shall be fabricated of either aluminum alloy or galvanized steel . 2.02 CONSTRUCTION DETAILS: A. General : Signs, panels, special devices, and hinge assemblies shall be built in accordance with the details shown on the Standard Sheets and shall be in conformance with the requirements of the Manual of Uniform Traffic Control Devices. The Contractor may use any optional details shown except as limited under Articles 645-2 and 645-3.02 of the NYSDOT Standards. Painting shall conform to the requirements of § 570, Cleaning and Painting. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Traffic Signage PE&P Project No. 2570 02452-1 B. Design Criteria: 1 . Wind Loading: Design of signs shall provide sufficient strength to withstand wind loading as follows: a. 67 miles per hour - 23 pounds per square foot. C. Sign Face Layout: Sign face layout shall be in accordance with the following manuals: 1 . The A.A.S.H.T.O. Manual for Signing and Pavement Marking of the National System of Interstate and Defense Highways, latest edition including revisions and interpretations. 2. Manual on Uniform Traffic Control Devices for Streets and Highways, latest edition. 3. New York State Manual of Uniform Traffic Control Devices, latest edition. D. Sign Characters: Characters shall be of one type on any sign and shall include letters, numerals, route shields, symbols and borders. 2.03 FABRICATION: A. Fabrication of all components and erection of the completed sign shall be done in a workmanlike manner and shall produce a finished sign installation to the satisfaction of the Architect. Holes may be punched or drilled; cut edges shall be smooth and true, and free from burrs or ragged breaks. All fabrications except for cutting of lower ends of embedded posts shall be done in the shop except upon express permission of the Architect. PART 3 - EXECUTION 3.01 GENERAL: A. Sign locations shown on the Contract Plans are approximate and the exact location of each sign will be determined by the Architect in the field. B. Work Sequence: The Contractor shall erect new signs in such a manner that the traveling public is informed and protected at all times. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Traffic Signage PE&P Project No. 2570 02452-2 3.02 ERECTION: A. Ground mounted signs shall normally be erected so that the sign face is truly vertical . B. All material shall be transported and handled in a manner that will cause no permanent deformation, injury or damage. Material to be stored shall be stored above the ground in a manner and at a location approved by the Architect. Any part of the entire sign or structure damaged during transportation, handling or erection shall be repaired, or, if determined by the Architect as unfit for use in the finished work, shall be removed from the site and replaced by the Contractor at his own expense. END OF SECTION 02452 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Traffic Signage PE&P Project No. 2570 02452-3 SECTION 02513 - ASPHALT CONCRETE PAVING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. The General Contract Provisions and Sections of Division 1 apply to work of this Section. 1 .02 DESCRIPTION OF WORK: A. Extent of asphalt concrete paving work is shown on Drawings. B. Prepared aggregate subbase is specified in Earthwork Sections. C. Saw-cutting of edges of existing pavement is specified in Site Clearing Section. 1.03 SUBMITTALS: A. Material Certificates: Provide copies of materials certificates signed by material producer and Contractor, certifying that each material item complies with, or exceeds, specified requirements. 1 .04 QUALITY ASSURANCE: A. Codes and Standards: Comply with Standard Specifications of the New York State Department of Transportation "General Specifications and Standards for Design and Construction Division", and with local governing regulations if more stringent than herein specified. 1 .05 SITE CONDITIONS: A. Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 deg. F (10 deg. C) and when temperature has not been below 35 deg. F (1 deg. C) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. B. Construct asphalt concrete surface course when atmospheric temperature is above 40 deg. F (4 deg. C) , and when base is dry. Base course may be placed when air temperature is above 30 deg. F (-1 deg. C) and rising. C. Grade Control : Establish and maintain required lines and elevations. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Asphalt Concrete Paving PE&P Project No. 2570 02513-1 PART 2 - PRODUCTS 2.01 MATERIALS: A. Use materials shown in the Drawings and in accordance with State of New York, Department of Transportation Specifications. B. Lane Marking Paint: Chlorinated rubber-alkyd type, AASHTO M 248 (FS TT-P-115) , Type III . PART 3 - EXECUTION 3.01 SURFACE PREPARATION: A. Remove loose material from compacted subbase surface immediately before applying herbicide treatment or prime coat. B. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional compaction. C. Notify Owner of unsatisfactory conditions. Do not begin paving work until deficient subbase areas have been corrected and are ready to receive paving. D. Construction methods shall be in accord with State of New York Department of Transportation Standard Specifications. 3.02 TRAFFIC AND LANE MARKINGS: A. Cleaning: Sweep and clean surface to eliminate loose material and dust. B. Striping: Use chlorinated-rubber base traffic lane-marking paint, factory-mixed, quick-drying, and non-bleeding. 1 . Color: White. C. Do not apply traffic and lane marking paint until layout and placement has been verified with Architect. D. Apply paint with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturer's recommended rates. END OF SECTION 02513 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Asphalt Concrete Paving PE&P Project No. 2570 02513-2 SECTION 02514 - PORTLAND CEMENT CONCRETE PAVING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. The General Contract Provisions and Sections of Division 1 apply to work of this Section. 1 .02 DESCRIPTION OF WORK: A. Extent of portland cement concrete paving is shown on Drawings, including curbs, gutters, walkways, and pavement. B. Prepared subbase is specified in "Earthwork" Section. C. Concrete and related materials are specified in Division 3. 1 .03 QUALITY ASSURANCE: A. Codes and Standards: Comply with local governing regulations if more stringent than herein specified. 1 .04 JOB CONDITIONS: A. Traffic Control : Maintain access for vehicular and pedestrian traffic as required for other construction activities. PART 2 - PRODUCTS 2.01 MATERIALS: A. Forms: Steel , wood, or other suitable material of size and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal . Use straight forms, free of distortion and defects. 1. Use flexible spring steel forms or laminated boards to form radius bends as required. 2. Coat forms with a nonstaining form release agent that will not discolor or deface surface of concrete. B. Concrete Materials: Comply with requirements of applicable Division 3 Sections for concrete materials, admixtures, bonding materials, curing materials, and others as required. C. Expansion Joint Materials: Comply with requirements of applicable HOMMOCKS PARK APARTMENTS Mamaroneck, New York Portland Cement Concrete Paving PE&P Project No. 2570 02514-1 Division 7 Sections for preformed expansion joint fillers and sealers. D. Anti -spalling Compound: 5O% (by volume) boiled linseed oil and 50% (by volume) mineral spirits, complying with AASHTO M-233. E. Liquid-Membrane Forming and Sealing Curing Compound: Comply with ASTM C-309, Type I, Class A unless other type acceptable to Architect. Moisture loss no more than 0.055 gr./sq. cm. when applied at 200 sq. ft./gal . F. Bonding Compound: Polyvinyl acetate or acrylic base, rewettable type. 2.02 CONCRETE MIX, DESIGN, AND TESTING: A. Comply with requirements of applicable Division 3 Sections for concrete mix design, sampling and testing, and quality control and as herein specified. B. Design mix to produce normal -weight concrete consisting of portland cement, aggregate, water-reducing or high-range water-reducing admixture (superplasticizer) , air-entraining admixture, and water to produce the following properties: 1 . Compressive Strength: 3000 psi , minimum at 28 days, unless otherwise indicated. 2. Slump Limits: 3" . 3. Air Content: 5% to 8%. PART 3 - EXECUTION 3.01 SURFACE PREPARATION: A. Remove loose material from compacted subbase surface immediately before placing concrete. B. Proof-roll prepared subbase surface to check for unstable areas and need for additional compaction. Do not begin paving work until such conditions have been corrected and are ready to receive paving. 3.02 FORM CONSTRUCTION: A. Set forms to required grades and lines, braced and secured. Install forms to allow continuous progress of work and so that forms can remain in place at least 24 hours after concrete placement. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Portland Cement Concrete Paving PE&P Project No. 2570 02514-2 B. Check completed formwork for grade and alignment to following tolerances: 1 . Top of forms not more than 1/8" in 10' . 2. Vertical face on longitudinal axis, not more than 1/4" in 10' . C. Clean forms after each use and coat with form release agent as required to ensure separation from concrete without damage. 3.03 CONCRETE PLACEMENT: A. General : Comply with requirements of Division 3 Sections for mixing and placing concrete, and as herein specified. B. Do not place concrete until subbase and forms have been checked for line and grade. Moisten subbase if required to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. C. Place concrete by methods that prevent segregation of mix. Consolidate concrete along face of forms and adjacent to transverse joints with internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square-faced shovels for hand-spreading and consolidation. Consolidate with care to prevent dislocation of reinforcing, dowels, and joint devices. D. Use bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. E. Deposit and spread concrete in a continuous operation between transverse joints as far as possible. If interrupted for more than 1/2 hour, place a construction joint. F. Curbs: Automatic machine may be used for curb placement at Contractor's option. If machine placement is to be used, submit revised mix design and laboratory test results that meet or exceed minimums specified. Machine placement must produce curbs to required cross-section, lines, grades, finish, and jointing as specified for formed concrete. If results are not acceptable, remove and replace with formed concrete as specified. 3.04 JOINTS: A. General : Construct expansion, weakened-plane (contraction) , and construction joints true to line with face perpendicular to surface of concrete. Construct transverse joints at right angles to the centerline, unless otherwise indicated. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Portland Cement Concrete Paving PE&P Project No. 2570 02514-3 B. When joining existing structures, place transverse joints to align with previously placed joints, unless otherwise indicated. C. Weakened-Plane (Contraction) Joints: Provide weakened-plane (contraction) joints, sectioning concrete into areas as shown on drawings. Construct weakened-plane joints for a depth equal to at least 1/4 concrete thickness, as follows: 1. Tooled Joints: Form weakened-plane joints in fresh concrete by grooving top portion with a recommended cutting tool and finishing edges with a jointer. D. Construction Joints: Place construction joints at end of placements and at locations where placement operations are stopped for more than 1/2 hour, except where such placements terminate at expansion joints. E. Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks, and other fixed objects, unless otherwise indicated. 1. Locate expansion joints at 40' o.c. , and contraction joints in sidewalks at 5' o.c. , unless otherwise indicated. 2. Form joints and edge straight and of uniform depth using 3/8" deep round edge tool with a 2" flange. F. Extend joint fillers full width and depth of joint, place top of joint filler flush with finished concrete surface. G. Furnish joint fillers in one-piece lengths for full width being placed wherever possible. Where more than one length is required, lace or clip joint filler sections together. H. Protect top edge of joint filler during concrete placement with a metal cap or other temporary material . Remove protection after concrete has been placed on both sides of joint. I. Fillers and Sealants: Comply with requirements of applicable Division 7 Sections for preparation of joints, materials, installation, and performance. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Portland Cement Concrete Paving PE&P Project No. 2570 02514-4 3.05 CONCRETE FINISHING: A. After striking-off and consolidating concrete, smooth surface by screeding and floating. Use hand methods only where mechanical floating is not possible. Adjust floating to compact surface and produce uniform texture. B. After floating, test surface for trueness with a 10' straightedge. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish. C. Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool , and round to 1/2" radius, unless otherwise indicated. Eliminate tool marks on concrete surface. D. After completion of floating and when excess moisture or surface sheen has disappeared, complete troweling and finish surface as follows: 1. Broom finish by drawing a fine-hair broom across concrete surface perpendicular to line of traffic. Repeat operation if required to provide a fine line texture acceptable to Architect. 2. On inclined slab surfaces, provide a coarse, non-slip finish by scoring surface with a stiff-bristled broom, perpendicular to line of traffic. 3. Burlap finish by dragging a seamless strip of damp burlap across concrete, perpendicular to line of traffic. Repeat operation to provide a gritty texture acceptable to Architect. E. Do not remove forms for 24 hours after concrete has been placed. After form removal , clean ends of joints and point-up any minor honeycombed areas. Remove and replace areas or sections with major defects, as directed by Architect. 3.06 CURING: A. Protect and cure finished concrete paving in compliance with applicable requirements of Division 3 Sections. Use membrane-forming curing and sealing compound or approved moist-curing methods. 3.07 REPAIRS AND PROTECTIONS: A. Repair or replace broken or defective concrete, as directed by Architect. B. Protect concrete from damage until acceptance of work. Exclude HOMMOCKS PARK APARTMENTS Mamaroneck, New York Portland Cement Concrete Paving PE&P Project No. 2570 02514-5 traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. C. Sweep concrete pavement and wash free of stains, discolorations, dirt, and other foreign material just before final inspection. END OF SECTION 02514 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Portland Cement Concrete Paving PE&P Project No. 2570 02514-6 ]ZECTION 02711 - FOUNDATION DRAINAGE PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. Extent of foundation drainage system work is shown on Drawings. Foundation drainage work includes the following: 1. Footing drainage system. 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 02200: Earthwork. B. Section 03310: Concrete foundations. C. Section 07160: Dampproofing. 1.04 SUBMITTALS: A. Certification: Submit certification that installed materials conform to specified requirements and that the system was successfully checked and tested prior to covering with filtering and drainage fill . PART 2 - PRODUCTS 2.01 DRAINAGE PIPE AND FITTINGS: A. Furnish drainage pipe complete with bends, reducers, adapters, couplings, collars, and joint materials. B. Perforated PVC Pipe: ASTM C 444, Type 1, and applicable requirements of ASTM C 14, Class 2. 2.02 SOIL MATERIALS: A. Impervious Fill : Gravel and sand mixture capable of compacting to a dense composite. B. Drainage Fill : Evenly graded mixture of natural or crushed gravel or crushed stone, and natural sand with 100 percent passing a 1/2" sieve and 0-5 percent passing a No. 50 sieve. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Foundation Drainage PE&P Project No. 2570 02711-1 C. Filtering Material : Evenly graded mixture of natural or crushed gravel or crushed stone, and natural sand, with 100 percent passing a 1/2" sieve and 0-5 percent passing a No. 50 sieve. PART 3 - EXECUTION 3.01 INSTALLATION: A. Impervious Fill at Footings: After concrete footings have been cured and forms removed, place impervious material on subgrade adjacent to bottom of footing, unless otherwise shown on Drawings. Place and compact impervious fill to dimensions shown or indicated, if not indicated, not less than 6" deep and 12" wide. B. Filtering Material: Place supporting layer of filtering material over compacted subgrade where drainage pipe is to be laid to a compacted depth of not less than 4". C. Laying Drain Pipe: Lay drain pipe solidly bedded in filtering material . Provide full bearing for each pipe section throughout its length, to true grades and alignment, and continuous slope in direction of flow. 1. Lay perforated pipe with perforations down and joints tightly closed in accordance with pipe manufacturer's recommendations. Provide collars and couplings as required. D. Testing Drain Lines: Test or check lines before backfilling to assure free flow. Remove obstructions, replace damaged components, and retest system until satisfactory. E. Drainage Fill: 1. After testing drain lines, place additional drainage fill material to a 12" depth around top to drains and one (1) foot in width on either side of the drain. F. Fill to Grade; Apply approved backfill material over compacted drainage fill at footing drains, placing material in layers not exceeding 12" in loose depth and thoroughly compacting each layer. Carry backfill to indicated finish elevations and slope away from building perimeter. END OF SECTION 02711 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Foundation Drainage PE&P Project No. 2570 02711-2 SECTION 02720 - STORM AND UNDERGROUND SANITARY SEWER SYSTEMS --------------------- PART 1.00 - GENERAL --------------------- 1.01 RELATED DOCUMENTS A. The General Contract Provisions and Sections of Division 1 apply to work of this section. 1.02 DESCRIPTION OF WORK A. This section describes the requirements for the installation of the sanitary, underground and storm water piping to be installed in this contract. B. Work to be performed shall be comprised of, but not limited to the following: 51d, 1. Sanitary sewer piping from within -=' of buildings to existing manhole at Boston Road Post Road. 2. All sanitary sewer structures. 3. Grinder pump system. 4. Storm drainage piping from existing structure on adjacent site to all locations shown on drawings. 5. All storm drainage structures. 6. Underground piping for connection of above ground roof drain piping by General Contractor. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Trenching - Section 02221 B. Foundation Drainage - Section 02711 C. Metal Fabrications (Downspouts) - Section 05500 D. Electrical - Division 15000 E. Mechanical - Division 16000 Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-1 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 1 .04 QUALITY ASSURANCE A. Manufacturer's Qualifications: Approved by All Authorities having jurisdiction. B. Codes and Standards: 1. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewer system's materials and products. 2. Environmental Compliance: Comply with applicable portions of local Environmental Agency regulations pertaining to storm and underground sanitary sewer systems. 1.05 SUBMITTALS A. Product Data: Submit manufacturers technical product data and installation instructions for storm and underground sanitary sewer system materials and products. B. Record Drawings: At project closeout, submit record drawings of installed storm sewer piping and products, in accordance with (ADO requirements of GrO PAu cctA0 Tcx-l.S. }.2, ------------------------- PART 2.00 - PRODUCTS ------------------------- 2.01 PIPING A. General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same materials and weight/class as pipes, with joining method as indicated. B. Polyvinyl Chloride (PVC) Pressure Pipe 1. Pipe: a. Conform to AWWA C900 for material , thickness, dimensions, tolerances, tests, markings, and other requirements. b. Pipe shall not be less than Class 150 (DR-18) . C. Provide an ultraviolet inhibitor pigment. Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-2 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 2. Joints: a. Provide bell-end pipe and couplings designed for making PVC joints using elastomeric gaskets. b. Gaskets: One piece, conforming to ASTM F477. 3. Fittings: a. Conform to AWWA C900. b. Pressure Rating: Same as specified for connected piping. C. Gaskets: Same as specified for connected piping. C. Polyvinyl Chloride (PVC) Sewer Pipe 1. Pipe: a. Conform to ASTM D3034. b. Pipe shall be standard duty (SDR-35) . 2. Joints: a. Provide integral friction-fit bell end with elastomeric gasket conforming to ASTM 03212. 3. Fittings: a. Push on friction-fit. Conforming to ASTM D2466 or D2467. b. Fittings shall be compatible with pipe material. D. Corrugated Steel Pipe (Fully Bituminous Coated) 1. Pipe: a. Conform to AASHTO M 190 - Type A zinc coated-type II corrugated steel pipe with annular corrugations. Smooth lines shall be fabricated of Type C precoated sheet with a polymeric coating of not less than 0.010-inch thick conforming to AASHTO M 246. Bituminous coating shall be applied to the outside surface of the shell and to the inside surface of the liner in accordance with AASHTO 190-Type A. Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-3 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 E. Concrete Pipe: ASTM C 14, Class 3 reinforced concrete pipe unless otherwise indicated. 1. Fittings: Concrete, same strength as adjoining pipe, tongue-and-groove gasketed joints complying with ASTM C 443. F. Testing 1. All new piping shall be tested with water at a pressure of 50 psig for exterior pressure and with 4 feet of water for gravity sewers with the test pressure being maintained for a period of at least two hours. 2. In order to pass the test, no leakage shall be observed during the test period. G. Disposal of Water: 1. Contractor shall provide suitable means for disposal of test water so that no damage results to facilities. 2. Means for disposal of water shall be subject to the approval of the owner, local governing authorities and regulatory agencies. 3. Contractor shall be responsible for any damage caused by his water disposal operations. 2.02 STORM AND SANITARY SEWER MANHOLES AND INLETS A. General: Provide cast-in-place, or precast reinforced concrete structures as indicated, complying with ASTM C 478, in accord with the reference drawings. B. Precast Concrete Tanks 1. Design Criteria a. Tanks shall be designed to operate under the following conditions: 1. Storm drainage structure: Wall thickness (minimum) , inches 8 Volume each, gallons (min) 10,000 10,000 Liquid Surface Runoff Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-4 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 2. Wastewater pumping station Wall thickness (minimum) , inches 5 Inside diameter, feet 4 Total depth, 13-feet 13 Liquid Sanitary Wastewater b. The storm drainage and pumping station structure shall be constructed of precast concrete sections conforming to AASHTO HS-20-44 design loadings. Structure sections and concrete baffle walls shall be jointed utilizing butyl rubber sealant and Type 304 stainless steel bolts and hardware as recommended by the tank manufacturer. 1. Structure openings shall be of the sizes and at the locations shown on the drawings. 2. Joint sealant, 6-inch butyl wrap with backing, water plug and tar for installation of all precast sections shall be furnished by the structures manufacturer. 3. Structures shall be manufactured by Kistner Concrete Products, Inc. of East Pembroke, NY, or equal. C. Provide flexible boots in precast storm drainage structure at location shown. The flexible boots shall be of a size and type to allow for the connection of pipes. It shall remain flexible at temperatures as low as -60 F and resist heat as high at 200 F. d. Suitable lifting rings shall be provided for each precast concrete tank. e. Provide heavy duty manhole covers for precast concrete manhole cover and frame for Detention Basins. 2. Quality Assurance a. All concrete in precast units shall be stone aggregate and develop a compressive strength of 5,000 psi at 28 days. b. All reinforcing steel shall conform to ASTM A496-A615. C. Concrete Testing Service: 1. Vendor shall employ a testing laboratory, at his expense, acceptable to the owner to perform materials evaluation, testing, and design of concrete mixes. Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-5 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 d. Quality Control ; Testing laboratory to perform sampling and testing of concrete in accordance with procedures specified elsewhere. e. Precast units shall be of an approved design and of sufficient strength to withstand the loads to be imposed upon them. 3. Drawings a.. The contractor shall submit for approval by the owner four copies and one reproducible of complete detailed shop drawings. b. Shop drawing submittals shall include the following: 1. Concrete mix design for precast. Do not begin production until mix design has been approved by the owner. 2. Comply with ACI 315. Show all placement and bonding of reinforcement, bar schedules, stirrup spacing, diagrams of bent bars, arrangements and assemblies are required for the fabrication and placement of concrete reinforcement. 3. Submit computations stamped with seal of a registered professional engineer, to verify structural adequacy of members and connections. C. Packaged Low Pressure Sewage System 1. General: The site contractor shall furnish all labor, materials, equipment and incidentals required to provide and install duplex pumping system as specified herein. The electrical contractor shall provide all control and power wiring work associated with the system. The system shall be by the same manufacturer as supplying the pumps and motor control panel so as to insure suitability and assurance of experience in matching the equipment together and to insure source responsibility for the equipment. System shall consist of two sewage grinder pumps, level control switches, discharge piping with hydraulically sealed discharge flange, pump mounting plates with bottom rail supports, upper rail supports, lifting chain, traffic duty cover, pedestal mount and cord sealing plate for panel or NEMA 4 junction box; to be installed in factory fabricated on-site concrete basin. A NEMA 4X weatherproof control panel shall be supplied for mounting remote from the basin as required. Structure and dimensions to be as shown on contract drawings. Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-6 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 2. Operating Conditions: Each grinder pump shall be rated 3 H.P. , 240 volts, single phase, 60 hertz, 3450 R.P.M. Each unit shall produce 75 U.S. GPM at 17 feet TDH. 3. Pump Construction: Each pump shall be of the sealed submersible type, model SPG-203 as manufactured by Hydromatic Pumps, a division of The Marley Pump Company. The pump volute, motor and seal housing shall be high quality gray cast iron, ASTM A-48, Class 25. All external mating parts shall be machined and Buna N Rubber 0-ring sealed on a beveled edge. Gaskets shall not be acceptable. All fasteners exposed to the pumped liquids shall be 300 series stainless steel. a. Electrical Power Cord: Electrical power cord shall be water resistant 600V, 60 C. , UL and or CSA approved and applied dependent on amp draw for size. 1. The pump shall be protected with compression fitting and epoxy potted area at the power cord entry to the pump. A separation between the junction box areas of the pump and the motor by a dator lead sealing gland or terminal board shall not be acceptable. 2. The power cable entry into the cord cap assembly shall first be made with a compression fitting. Each individual lead shall be stripped down to the bare wire, at staggered intervals, and each stand shall be individually separated. This area of the cord cap shall then be filled with an epoxy compound potting which will prevent water contamination to gain entry in the event of wicking or capillary attraction. 3. The power cord lead shall then be connected to the motor leads with extra heavy connectors having brass inserts with a screwed wire to wire connection, rather than a terminal board that allows for possible leaks. 4. The cord cap assembly where bolted to the connection box assembly shall be sealed with a Buna N Rubber 0-ring on a beveled edge to assure proper sealing. Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-7 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 b. Motor: The dator, rotor and bearings shall be mounted in a sealed submersible type housing. The dator windings shall have Class F insulation, (155 C. or 311 F. ) , and a dielectric oil filled motor, NEMA B design (3 phase). Because air-filled motors do not dissipate heat as efficiently as oil-filled motors, they shall not be acceptable. 1. The pump and motor shall be specifically designed so that they may be operated partially dry or completely submerged in the liquid being pumped. The pump shall not required cooling water jackets. Dependence upon, or use of, water jackets for supplemental cooling shall not be acceptable. 2. Dators shall be securely held in place with a removable end ring and threaded fasteners so they may be easily removed in the field without the use of heat or a press. Dators held by a heat shrink fit shall not be acceptable. Dators must be capable of being repaired or rewound by local motor service station. Units which require service only by the factory shall not be acceptable. No special tools shall be required for pump and motor disassembly. 3. Pump shall be equipped with heat sensors. The heat sensors (two on three phase) shall be a low resistance, bi-metal disc that is temperature sensitive. They shall be mounted directly in the dator and sized to open at 120 C or 130 C and automatically reset at 30-35 differential. The sensor shall be connected in series with the motor starter coil so that the starter is tripped as a heat sensor opens. The motor starter shall be equipped with overload heaters so all normal overloads are protected by external heater block. C. Bearings and Shaft: An upper radial bearing and a lower thrust bearing shall be required. These shall be permanently lubricated by the dielectric oil which fills the motor housing. Sealed grease packed bearings shall not be acceptable. Bearings which require lubrication according to a prescribed schedule shall not be acceptable. Bearings shall be locally available. Units which require the use of more than two bearings shall not be acceptable. I. The shaft shall be machined from a solid 416 stainless steel and be a .design which is of large diameter with minimum overhang to reduce shaft deflection and prolong bearing life. Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-8 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 d. Seals: The pump shall have two mechanical seals, mounted in tandem, with an oil chamber between the seals. John Crane Type seals shall be used with the rotating seal faces being carbon and the stationary seal faces to be ceramic. The lower seal shall be replaceable without disassembly of the seal chamber and without the use of special tools. Units which require the use of tungsten-carbine seals or foreign manufactured seals shall not be acceptable. Seals shall be locally available. 1. The pump shall be equipped with a seal leak detection probe and warning system. This shall be designed to alert maintenance personnel of lower seal failure without having to take the unit out of service for inspection or requiring access for checking seal chamber oil level and consistency. 2. There shall be an electric probe or seal failure sensor installed in the seal chamber between the two tandem mechanical seals. If the lower seal fails, contaminants which enter the seal chamber shall be detected by the sensor and send a signal to operate the specified warning device. 3. Units equipped with opposed mechanical seals shall not be acceptable. e. Impeller: Impeller shall be of bronze construction and non-overloading. Impeller shall be of the multivane, semi-open design with pump-out vanes on the backside of the impeller to prevent grit and other materials from collecting in the seal area. Impeller shall not require coating. Because most impeller coatings do not remain beyond the very early life of the impeller, performance data submitted shall be based on performance with an uncoated impeller. Attempts to improve efficiency by coating impeller shall not be acceptable. 1. Impellers shall be hydraulically and statically balanced. The tolerance values shall be listed below according to the International Standard Organization grade 6.3 for rotors in rigid frames. The tolerance is to be split equally between the two balance planes which are the two impeller shrouds. RPM Tolerance 3500 .01 in.-oz./lb. or impeller weight Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-9 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 f. Grinder Cutters: The combination centrifugal pump impeller and grinder unit shall be attached to the common moor and pump shaft made of 416 stainless steel . The grinder unit shall be on the suction side of the pump impeller and discharge directly into the impeller inlet leaving no exposed shaft to permit packing of ground solids. The grinder shall consist of two stages. The cutting action of the second stage shall be perpendicular to the plane of the first cut for better control of the particle size. The grinder shall be capable of grinding all materials found in normal domestic sewage, including plastics, rubber, sanitary napkins, disposable diapers, and wooden articles into a finely ground slurry with particle dimensions no greater than 1/4-inch. Both stationary and rotating cutters shall be made of 440C stainless steel hardened to Rockwell 60C and ground to close tolerance. 1. The upper (axial) cutter and stationary cutter ring shall • be reversible to provide new cutting edges to double life. The stationary cutter ring shall be pressed into the suction opening of the volute and held in place by three (3) 300 series stainless steel screws. The lower (radial) cutter shall macerte the solids against the I .D. of the cutter ring and extrude them through the slots of the cutter ring. The upper (axial) cutter shall cut off the extrusions, as they emerge from the slots of the cutter ring to eliminate any roping effect which may occur in single stage cutting action. The upper (axial) cutter shall fit over the hub of the impeller and the lower (radial) cutter shall be slip fit and secured by means of peg and hole and rotate simultaneously with the rotation of the shaft and impeller. The grinding mechanism shall be locked to the shaft by a 300 series stainless steel flat head cap screw threaded into the end of the shaft. g. Painting: The pump shall be painted after assembly, but before testing with a lead free air dried enamel. The paint shall be applied in one cot with a minimum mil thickness of 3 to 4 mils. h. Testing: Commercial testing shall be required and include the following: - The pump shall be visually inspected to confirm that it is built in accordance with the specification as to HP, voltage, phase and hertz. - The motor and seal housing chambers shall be hi-potted to test for moisture content and/or insulation defects. Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-10 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 Pump shall be allowed to run dry to check for proper rotation. Discharge piping shall be attached, the pump submerged in water an damp readings shall be taken in each leg to check for an imbalanced dator winding. If there is a significant difference in readings, the dator windings shall be checked with a bridge to determine if an unbalanced resistance exists. If so, the dator will be replace. 4. Sump Level Controls: Float switches shall be supplied to control sump level and alarm signal. The switches shall be sealed in a solid polypropylene float for corrosion and shock resistance. The support wire shall have a heavy Neoprene jacket. A weight shall be attached to cord above the float to hold switch in place in sump and efficiently prevent sharp bends i the cord when the float operates. A quantity of four (4) floats shall be provided to control level . An additional switch shall be provided with option alarm. Float switches shall be Model No. 3900 as manufactured by Hydromatic Pumps. 5. Control Panel: The automatic grinder pump control panel shall be NEMA 4X watertight, lockable enclosure suitable for outdoor installation and for 240 volts, single phase, 60 hz, wire power supply. The control panel shall be located approximately 25 feet from the pumping station. The control panel shall be provided with an external alarm light and a pedestal mounting stand for mounting a concrete base. All pump controls shall be located inside the control panel and only accessible by opening the front door. All connecting power cords between the pump and the control panel shall be furnished by the pumping system manufacturer. �S AV0 motla L. Spet- fcn. AAW V�A%0- Pr00 6. Operation of System: On sump level rise lower switch shall first be energized, then upper level switch shall next energize and start lead pump. With lead pump operating, sump level shall lower to low switch turn-off setting and pump shall stop. Alternating relay shall index on stopping of pump so that lag pump will start first on next operation and become lead pump. If sump level continues to rise when lead pump is operating, override switch shall energize and start lag pump. Both lead and lag pump shall operate together until low level switch turns off both pumps. If level continue to rise when both pumps are operating, alarm switch shall energize and signal the alarm, where used. If one pump should fail for any reason, the second pump shall operate on the override control and if level rises above override control , alarm shall signal, where used. All level switches shall be adjustable for level setting, from the surface. Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-11 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 7. Check Valve and Piping: The discharge piping shall include a Hydromatic ball check valve with hydraulically sealed discharge flange and a gate valve for each pump. Discharge from station shall be fitted with NPT couplings. All piping external to the station shall be furnished and installed by the Contractor. 8. Traffic Cover: Cover shall be of steel construction with an O.D. equal to the O.D. of the top flange on the basin. Cover shall be secured by stainless steel bolts and coated with a 3-4 mil thick rust-inhibiting paint. 9. Warranty: The Packaged Low Pressure Sewage System or any part thereof shall be warranted against defects in material or workmanship within one year from date of installation or 18 months from date of manufacture, whichever comes first, and shall be replaced at no charge with a new or remanufactured part, F.O.B. factory or authorized warranty services station. The warranty shall not assume responsibility for removal , reinstallation or freight, nor shall it assume responsibility of incidental damages resulting from the failure of the pump to perform. The warranty shall not apply to damage resulting -from accident, alteration, design, misuse or abuse. D. Oil Absorption Booms for Storm Water System Oil absorption booms shall be manufactured of hydrophobic materials to rapidly absorb oil substances from the stormwater. They shall be composed of polypropylene in easily handled booms. Booms shall be covered by polyethylene netting and include a rope for deployment and hooks to connect booms together. There shall be two 24-foot long sections of booms to be furnished, each with additional rope for hook-up as shown on the drawings. The booms shall be manufactured by Hazorb as supplied by Lab Safety Supply. E. Steps: Ductile-iron or aluminum, integrally cast into manhole sidewalls. --------------------- PART 3.00 - EXECUTION --------------------- 3.01 INSTALLATION OF PIPE AND PIPE FITTINGS A. General : Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. For sanitary sewer terminations at buildings ter ais ipe within .2r 5-0 of building with a pipe cap to allow testing as and for removal (AM by plumbing contractor and connection of his work. .�2\ Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-12 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 B. Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. C. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. D. Place bell ends or groove ends of piping facing upstream. E. Install gaskets in accordance with manufacturers recommendations for use of lubricants, cements, and other special installation requirements. F. Cleaning Piping: Clean interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. 1. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. 2. Flush lines between manholes if required to remove collected debris. I . Joint Adaptors: Make joints between different types of pipe with standard manufactured adapters and fittings intended for that purpose. 3.02 MANHOLES AND INLETS A. General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. B. Install in accordance with ASTM C 891. C. Provide rubber joints gasket complying with ASTM C 443 at joints of sections. D. Apply bituminous mastic coating at joints of sections. 3.03 TAP CONNECTIONS A. Make connections to existing piping and underground structures, so that finished work will conform as nearly as practicable to requirements specified for new work. B. Use commercially manufactured wyes for branch connections where possible. Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-13 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 3.04 BACKFILLING A. General : Conduct backfill operations of open-cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. 3.05 FIELD QUALITY CONTROL A. Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. These tests shall be conducted at contractors expense. END OF SECTION 02720 Hommocks Park Apartments STORM SEWER AND UNDERGROUND 02720-14 Mamaroneck, New York SANITARY SEWER SYSTEMS PE&P Project No. 2570 SECTION 02730 UNDERGROUND DOMESTIC AND FIRE WATER PIPING SYSTEM ---------------------- PART 1 - GENERAL ---------------------- 1.01 RELATED DOCUMENTS A. The general contract provisions and sections of Division 1 apply to work of this section. 1.02 WORK SUMMARY A. Work to be performed shall include but not be limited to the following: 1. Connection to existing 10" water main located in Old Hommocks Road. 2. Offsite water main. 3. Public fire hydrant. 4. Meters and pits including all piping within pits. 5. Onsite fire water piping. 6. Onsite underground domestic water distribution system from meter pits to within 24" of building line, Site Contractor's work shall terminate at a cleanly capped pipe for Plumbing Contractor's removal and connection of Plumbing Contractor's work. 7. Private fire hydrant. 8. Valves and valve boxes. 9. Tapping sleeves and tapping valves. 10. Disinfection and chlorination. 11. Testing and quality control . 12. Inspection. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-1 PE&P NO. 2570 FIRE WATER PIPING SYSTEM B. Related work specified elsewhere: 1. Section 02221 - Trenching 2. Section 17000 - Plumbing 3. Section 03000 - Concrete 1.03 SUBMITTALS A. Product Data: Submit manufacturers technical product data and installation instructions for domestic and fire water system materials and products. B. Record Drawings: At project closeout, submit record drawings in accordance with requirements of the general conditions. 1.04 QUALITY ASSURANCE A. Contractors Qualifications: Contractor shall demonstrate successful experience of installing complete water main work similar in nature to that required for this project. --------------------------- PART 2 - PRODUCTS --------------------------- 2.01 MATERIALS A. It is the intent of the plans and these specifications to provide for a finished system, properly inspected and tested, and ready for operation including necessary minor details and accessories required to make the work complete. Contractor shall be responsible for coordinating with and purchasing from all materials and services which are to be provided by the Westchester Joint Water Works - WJWW. B. Piping: Provide pipes of one of the following materials of weight/class indicated. Provide pipe fittings and accessories of same materials and weight (class as pipes with joining method as indicated) . 1. Ductile Iron Pipe a. Ductile iron pipe shall conform to the requirements of ANSI standards A21.50 and A21.51 of latest revision (AWWA standards H3 and C151, respectively, of latest revision) . Pipe shall be of the push-on joint type, and shall be cement-mortar lined in accordance with ANSI A21.4 (AWWA C104) of latest revision. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-2 PE&P NO. 2570 FIRE WATER PIPING SYSTEM 2. Fittings a. Fittings shall be ductile iron in accordance with all applicable requirements of ANSI/AWWA C153/A.21.53 1984 with the exception of manufacturer's proprietary design dimensions and thickness in accordance with ANSI/AWWA C153/A21.53 1984 minimum tensile strength 25,000 psi . Nominal thickness of ductile iron shall be equal to, or exceed, ductile iron class 53. Fittings shall be furnished cement line, coated outside in accordance with ANSI/AWWA C104/A21.4. Mechanical joint components shall be in accordance with the applicable requirements of ANSI/AWWA C111/A21.11. 3. Copper a. Pipe shal be Type K Hard Drawn Copper. b. Fittings to match Type K Piping. C. Fire Hydrants 1. All hydrants shall be purchased from Westchester Joint Water Works. D. Meters 1. All meters and installation of meters will be provided by Westchester Joint Water Works (WJWW) . Contractor shall pay all associated charges due WJWW. E. Domestic Water Structures 1. Domestic Water Structure #1 - Purchase Structure and Cover from Westchester Joint Water Works. 2. Domestic Water Structure X62 - Provide a Cast-In-Place, or Precast Reinforced Concrete Structure as indicated, complying with ASTM C478, in accordance with the referenced drawings. a. Design Criteria - Minimum wall thickness 6" - Minimum sizes as shown on 6" plans b. Provide suitable lifting rings C. Provide concrete lid with openings as shown on the plans d. Provide locking Bilco type access panel , size and type as required by Westchester Joint Water Works. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-3 PE&P NO. 2570 FIRE WATER PIPING SYSTEM F. Valves and Valve Boxes 1. Gate Valves a. All valves shall be full opening, iron body, non-rising stem, resilient seated wedge type valves that equal or exceed applicable AWWA Standards. b. They shall be so designed that a complete ZERO leakage shutdown may be effected with flow in either direction at pressures of up to 200 psi . , which shall be the working water pressure rating of the valves, and they shall be suitable for throttling if required. C. When fully opened, valves shall have a smooth, unobstructed waterway that is free of cavities or projections that could permit accumulation of solids. All internal ferrous metal surfaces shall have an approved epoxy coating to provide a corrosion resistant barrier between the base metal and the surroundings. The epoxy coating shall be applied holiday free to a thickness of not less than 4 mils, shall be non-toxic after application and impart no taste to water. d. Valves shall have two 0-ring stem seals. The stem shall have the thrust collar and bearing surfaces isolated from the waterway and provided with continuous lubrication, or it shall be provided with non-corrosive thrust bearings above and below the thrust collar. They shall be capable of being replaced in the fully open position, under pressure as stipulated in paragraph 16.5, AWWA C500-71. e. All valves shall open by turning left (counterclockwise) and shall be furnished with nuts 2" square at the base, tapering to 1-15/16" at the top with a height of not less than 1-3/4". f. End connections shall be mechanical joint and furnished with all joint material. 2. Valve Boxes a. The valve boxes shall be cast iron coated and of extension pattern. The extension piece shall have a flange cast around it at least 2 1/2" wide. Covers shall have cast on top "WATER". Valves shall be located as shown on the plans. Valve boxes shall be set plumb, over the center of the valve, and to proper grade. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-4 PE&P NO. 2570 FIRE WATER PIPING SYSTEM G. Tapping Sleeve and Valve 1. Tapping Sleeves shall be made cast in two halves with gaskets extending the entire length of the sleeves to form water-tight joints when the side bolts are properly tightened, and shall be of the mechanical joint type. Size 4" to 12" shall fit both Class AB and Class CD pipe unless otherwise specified. 2. Tapping Valves shall be made in accordance with AWWA Specification C-500 of latest revision, except as modified herein. 3. The construction of the seat rings may be modified to permit the entry of the tapping machine cutters, and the body ends shall consist of a standard flange for mating with and bolting to the tapping sleeve and a standardized mechanical joint end, complete with fittings. 4. Tapping valves shall be iron body, bronze trim, double disc, nonrising stem parallel seat type of construction, with 0-Ring stem seals. 5. Valves will open by turning left (Counterclockwise) . 6. The Manufacturer shall supply certified reports stating the materials used in the tapping valves conform to this specification and the latest AWWA C-500 Specification (as modified herein), and shall supply the data required under Section 4.1 of the AWWA C-500 Specification. H. Disinfection 1. The Contractor shall be responsible for the satisfactory disinfection and testing of all pipe and appurtenances. Disinfection shall conform to AWWA Standard C601 of latest revision and to the specifications set forth herein. The affidavit of compliance with this section shall be the bacteriological test results by a New York State Health Department approved laboratory certifying the water sampled from the water main to be free of coliform bacteria contamination. 2. The basic disinfection procedure consists of the following: a. Preventing contaminating materials from entering the water main during storage, construction, or repair. b. Removing by flushing or other means those materials that may have entered the water main. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-5 PE&P NO. 2570 FIRE WATER PIPING SYSTEM C. Chlorinating any residual contamination that may remain, and flushing the cholorinated water from the main. d. Determining the bacteriological quality by laboratory test after disinfection. 3. Preventive and Corrective Measures During Construction a. Keeping Pipe Clean and Dry: Precautions shall be taken to protect the interiors of pipes, fittings, and valves against contamination. Pipe delivered for construction shall be strung so as to minimize entrance of foreign material. All openings in the pipeline shall be closed with watertight plugs when pipe-laying is stopped at the close of day's work or for other reasons, such as rest breaks or meal periods. Rodent-proof plugs may be used where it is determined that watertight plugs are not practicable and where thorough cleaning will be performed by flushing or other means. b. Joints: Joints of all pipe in the trench shall be completed before work is stopped. If water accumulates in the trench, the plugs shall remain in place until the trench is dry. C. Packing Material : Yarning or packing material shall consist of molded or tubular rubber rings, or rope of treated paper. Materials such as jute or hemp shall not be used. Packing material shall be handled in a manner that avoids contamination. d. Sealing Materials: No contaminated material or any material capable of supporting prolific growth of microorganisms shall be used for sealant joints. Sealing material or gaskets shall be handled in a manner which avoids contamination. The lubricant used in the installation of sealing gaskets shall be suitable for use in potable water. It shall be delivered to the job in closed containers and shall be kept clean. e. Cleaning and Swabbing: If dirt enters the pipe that, in the opinion of the Westchester Joint Water Works Inspector will not be removed by the flushing operation, the interior of the pipe shall be cleaned by mechanical means and then shall be swabbed with a 1 percent hypochlorite disinfecting solution. Cleaning with the use of a pig, swab, or "go-devel" should be undertaken only when the Westchester Joint Water Works Inspector has determined that such operation will not force mud or debris into pipe joint spaces. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-6 PE&P NO. 2570 FIRE WATER PIPING SYSTEM f. Wet-Trench Construction: If it is not possible to keep the pipe and fittings dry during installation, every effort shall be made to assure that any of the water that may enter the pipe joint spaces contains an available chlorine concentration of approximately 25 mg/L. This may be accomplished by adding calcium hypochlorite granules or tablets to each length of pipe before it is lowered into a wet trench or by treating the trench water with hypochlorite tablets. g. Flooding by Storm or Accident During Construction: If the main is flooded during construction, it shall be cleared of the flood water by draining and by flushing with potable water until clean. The section exposed to the flood water shall then be filled with a chlorinated potable water which at the end of a 24-hour holding period will have a free chlorine residual of not less than 25 mg/L. The chlorinated water may than be drained or flushed from the main. After construction is completed, the main shall be disinfected using the continuous feed or slug method. I. Chlorination 1. General: Contractor shall complete the following chlorination by continuous feed method for the offsite water main section only. a. Preliminary Flushing: Prior to being chlorinated, the main shall be filled to eliminate air pockets and shall be flushed to remove particulates. The flushing velocity in the main shall be not less than 2.5 fps, care shall be taken to provide non-desstructive discharge of waste. The following table shows the rates of flow required to produce a velocity of 2.5 fps in pipes of various sizes. REQUIRED FLOW AND OPENINGS TO FLUSH PIPELINES Flow Requires to Produce Pipe 2.5 fps Hydrant Outlets Diam. Velocity in Main Number Size in. qpm in. 4 100 1 2 1/2 6 220 1 2 1/2 8 390 1 2 1/2 10 610 1 2 1/2 12 880 1 2 1/2 16 1565 2 2 1/2 Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-7 PE&P NO. 2570 FIRE WATER PIPING SYSTEM 4. Chlorinating the Main a. Water from the existing distribution system or other approved source of supply shall be made to flow at a constant, measured rate into the newly laid water main. In the absence of a meter, the rate may be approximated by methods such as placing a pilot gauge in the discharge, or measuring the time to fill a container of known volume. b. At a point not more than 10 feet downstream from the beginning of the new main, water entering the new main shall receive a dose of chlorine fed at a constant rate such that the water will have not less than 25 mg/L free chlorine. To assure that this concentration is provided, measure the chlorine concentration at regular intervals in accordance with the procedures described in the current edition of Standard Methods, or using appropriate chlorine test kits. C. The following table gives the amount of chlorine required for each 100 feet of pipe of various diameters. Solutions of 1 percent chlorine may be prepared with sodium hypochlorite or calcium hypochlorite. The latter solution requires 1 lb. of calcium hypochlorite in 8 gallons of water. CHLORINE REQUIRED TO PRODUCE 25 MG/L CONCENTRATION IN 100 FT. OF PIPE-BY DIAMETER Pipe 100 Percent 1 Percent Diameter Chlorine Chlorine Solutions In. lb. Gal. 4 .013 .16 6 .030 .36 8 .054 .65 10 .085 1.02 12 .120 1.44 16 .217 2.60 d. During the application of chlorine, valves shall be positioned so that the strong chlorine solution in the main being treated will not flow into water mains in active service. Chlorine application shall not cease until the entire main is filled with heavily chlorinated water. The chlorinated water shall be retained in the main for at least 24 hours, during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this 24-hour period, the treated water in all portions of the main shall have a residual of not less than 10 mg/L free chlorine. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-8 PE&P NO. 2570 FIRE WATER PIPING SYSTEM e. The preferred equipment for applying liquid chlorine is a solution feed vacuum-operated chlorinator to mix the chlorine gas in solution water, in combination with a booster pump for injecting the chlorine gas solution water into the main to be disinfected. It is recommended that direct feed chlorinators not be used. (A direct feed chlorinator is one which operates solely from the pressure in the chloride cylinder. ) Hypochlorite solutions may be applied to the water main with a gasoline or electrically powered chemical feed pump designed for feeding chlorine solutions. Feed lines shall be of such material and strength as to withstand safely the corrosion caused by the concentrated chlorine solutions and the maximum pressures that may be created by the pumps. All connections shall be checked for tightness before the solution is applied to the main. 6. Final Flushing a. Clearing the Main of Heavily Chlorinated Water: After the applicable retention period, the heavily chlorinated water shall be flushed from the main until chlorine measurements show that the concentration in the water leaving the main is no higher than that generally prevailing in the system or is acceptable for domestic use. b. Disposing of Heavies Chlorinated Water: The environment to which the chlorinated water is to be discharged shall be inspected and if there is any question that the chlorinated discharge will cause damage to the environment, then a reducing agent shall be applied to the water to be wasted to neutralize thoroughly the chlorine residual remaining in the water. Where necessary, federal , state and local regulatory agencies should be contacted to determine special provisions for the disposal of heavily chlorinated water. 7. Bacteriological Tests a. Standard Conditions: After final flushing and before the water main is replaced in service, Contractor shall have a sample or samples collected from the end of the line, and shall have them tested for bacteriological quality in accordance with Standard Methods, and shall show the absence of coliform organisms. A standard plate count may be required at the option of the Westchester Joint Water Works Inspector. At least one sample shall be collected from the new main and one from each branch. In the case of extremely long mains, it is desirable that samples be collected along the length of the line as well as its end. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-9 PE&P NO. 2570 FIRE WATER PIPING SYSTEM b. Special Conditions: If, during construction, trench water has entered the main, or if in the opinion of the Westchester Joint Water Works Inspector, excessive quantities of dirt or debris have entered the main, bacteriological samples shall be taken at intervals of approximately 200 ft. and shall be identified as to location. Samples shall be taken of water that has stood in the main for at least 15 hours after final flushing has been completed. C. Sampling Procedure: Samples for bacteriological analysis shall be collected in sterile bottles treated with sodium thiosulfate as required by Standard Methods No hose or fire hydrant shall be used in collection of samples. 8. Redisinfection a. If the initial disinfection fails to produce satisfactory bacteriological samples, the main may be reflushed and shall be resampled. If check samples show the presence of coliform organisms, then the main shall be rechlorinated by the continuous feed or slug method of chlorination until satisfactory results are obtained. NOTE: High velocities in the existing system, resulting from flushing the new main, may disturb sediment that has accumulated in the existing mains. When check samples are taken, it is well to sample water entering the new main. I. Testing and Quality Control 1. Hydrostatic Tests a. Pressure Test: After the trench has been backfilled, the test connections made, and the main filled with water, the test sections shall be subjected to water pressure normal to the area. Before applying the specified test pressure, all air shall be expelled from the pipe. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so the air can be expelled as the line is filled with water. After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied. After examination of exposed parts of the system, the test pressure will be increased to one and one-half times the normal pressure, based on the elevation of the lowest point in the line or section under test, but said test pressure shall be not less than 100 psi nor more than 200 psi , and exposed parts again examined. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-10 PE&P NO. 2570 FIRE WATER PIPING SYSTEM If defects are found, the Contractor small immediately make the necessary repairs at his own expense, then repeat the pressure test until no defects are found. The duration of the final pressure test shall be at least one hour and shall be witnessed by the Westchester Joint Water Works Inspector. b. Leakage Test: A leakage test shall be conducted after the pressure test has been satisfactorily completed. The duration of each leakage test shall be two hours, and during the test the main shall be subjected to the pressure specified herein above. Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe, or any valved section thereof, to maintain the specified leakage test pressure after the air in the pipeline has been expelled and the pipe has been filled with water. No pipe installation will be accepted if the leakage is greater than that determined by the following table for mechanical joints and push-on joints. ALLOWABLE LEAKAGE FOR VARIOUS PRESSURES AND PIPE SIZES Gallons Per Hour Per 1000 Feet Pipe Size - in. Avg. Test Pressure psi . 4 6 8 10 12 200 0.43 0.64 0.85 1.06 1.28 175 0.40 0.59 0.80 0.99 1.19 150 0.37 0.55 0.74 0.92 1.10 140 0.35 0.53 0.71 0.89 1.07 130 0.34 0.52 0.68 0.86 1.03 120 0.33 0.50 0.66 0.82 0.99 110 0.32 0.47 0.63 0.79 0.94 100 0.30 0.45 0.60 0.75 0.90 Should any test section fail to meet the leakage test, the Contractor shall make the necessary repairs at his own expense. J. Inspection I. WJWW will provide inspection services for installation of offsite water mains. The contractor shall pay WJWW directly for all expenses incurred. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-11 PE&P NO. 2570 FIRE WATER PIPING SYSTEM 2. The Contractor shall at all times provide convenient access and safe and proper facilities for the inspection of all parts of the work. No work, except such shop work as may be so permitted, shall be done except in the presence of the WJWW inspector or his assistants. No material of any kind shall be used upon the work until it has been inspected and accepted by the WJWW inspector. All materials rejected shall be immediately removed from the work and not again offered for inspection. Any materials or workmanship found at any time to be defective shall be remedied at once, regardless of previous inspection. 3. The inspection and supervision of the work by the WJWW inspector is intended only as an aid to the Contractor in meeting the requirements set forth in these specifications but such inspection shall not operate to release the Contractor from any of his contract obligations. -------------------------- PART 3 - EXECUTION -------------------------- 3.01 GENERAL A. Contractor Shall make all arrangements with the Westchester Joint Water Works for tapping of the public water main. B. Contractor shall pay for all permits approvals, and testing and inspection fees that may be required by any agency having jurisdiction. C. Installation of Pipe 1. Assembly of mechanical joint fittings shall be completed with a torque wrench. Torque to be applied to each bolt shall be between 60 pounds and 90 pounds. 2. If effective sealing is not attained at the maximum torque indicated above, the joint shall be disassembled and reassembled after thorough cleaning. Overstressing of bolts to compensate for poor installation will not be permitted. Tyton spigots shall be shoved home, as indicated by the measuring mark, to insure that the spigot is firmly seated in the bell and that the gasket has been properly placed. 3. Unless otherwise specified, all pipe shall be installed as specified in AWWA Specification C600 of latest revision, or in accordance with manufacturer's recommendations or as directed by the Westchester Joint Water Works Inspector. Where a conflict exists between specifications, the most conservative approach as interpreted by the Architect, shall be adhered to. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-12 PE&P NO. 2570 FIRE WATER PIPING SYSTEM 2. Rodding a. Vertical Bends: Rodding is required on all vertical bends and shall be installed as follows: 1. 2 - 3/4" threaded rods will be attached to the flange of the bend and to a bell joint clamp behind the nearest bell . 2. Should the nearest bell be more than 6' away from the bend, two retainer clamps will be installed on the pipe 6' from the bend. The 2 - 3/4" threaded rods will then attach to the flange of the bend and the retainer clamps. b. Mechanical Joint Offsets: Rodding will be required similar to vertical bends. C. Bends used as Offsets: Rodding will be required similar to vertical bends in addition to rodding the two bends together with 2 - 3/4" threaded rods. 3. Care of Pipe a. The Contractor shall use suitable tools and appliances for the safe and convenient handling and laying of the pipe, fittings and accessories. Great care shall be taken to prevent the tar coating and cement lining from being injured. All pipe and special castings shall be carefully examined by the Contractor for defects and no pipe or special casting which is known to be defective shall be laid or placed. If any defective pipe or special casting should be sidecovered after being laid, it shall be removed and replaced with sound pipe or special casting at the expense of the Contractor. The interior of the pipe shall be cleaned before being laid and shall be kept clean until accepted. 4. Closing Ends a. The open ends of all pipe and special castings shall be plugged or otherwise closed to the approval of the Westchester Joint Water Works Inspector before leaving the work for the night, and for all holidays or other time of interruption of the work. All pipe ends which would otherwise be left open at the end of the Contract shall be provided with suitable plugs. Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-13 PE&P NO. 2570 FIRE WATER PIPING SYSTE',1 D. Setting of Hydrants 1. General: Installation shall be in accordance with Standard Detail as shown on the drawings or as directed by the WJWW inspector. 2. Location: Hydrants shall be located as shown on the Drawings or as directed by Architect. 3. Position: All hydrants shall be installed plumb with hose outlets parallel to the street and the pumper outlet at right angles to the street. Hydrants shall be set such that the centerline of the pumper outlet is 18" above the finished ground line. The distance from the face of the curb or edge of the pavement to the center of the hydrant shall be not less than 1'-6" and not more than 2'-6", unless field conditions require that the hydrant be located closer to or further from the curb or pavement. 4. Connection to Main: Each hydrant shall be connected to the main with a 6-inch lateral controlled by a 6-inch gate valve. The valve shall be rodded to the pipe except in cases where a tapping valve or a special hydrant valve anchoring tee has been used. The hydrant shall be rodded to the valve. 5. Setting and Drainage: Hydrants shall be set on a stone or concrete block not less than one foot square and six inches thick. Drainage shall be provided at the base of the hydrant by placing 1 1/2" gravel or crushed stone from the bottom of the trench, but at least 6" below the base of the hydrant, to at least 6 inches above the waste opening of the hydrant and to a distance of one foot around the elbos. Two layers of tarpaper or roofing paper shall be laid over the top of the entire area of stone. No drainage system shall be connected to a sewer. 6. Anchorage for Hydrants: the bowl of each hydrant shall be well braced against unexcavated earth at the end of the trench with stone slabs or concrete backing. 7. Rodding: Tie rods, clamps, nuts and appurtenances shall be protected against corrosion by hand application of a bituminous coating. END OF SECTION Hommocks Park Apartments UNDERGROUND DOMESTIC AND 02730-14 PE&P NO. 2570 FIRE WATER PIPING SYSTEM SECTION 02810 - IRRIGATION SYSTEM PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. The General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. From a water source installed by the Site Contractor, provide a design build system to install automatic underground irrigation system utilizing pop-up heads in shrub, ground cover, lawn, and flower bed areas. B. General: Provide a complete system originating at an underground tap off the 2" domestic water main which is to be provided by the Site Contractor. Include all valves and equipment necessary. C. Note: The irrigation system is included as an add alternate to the Site work. 1.03 SUBMITTALS: A. Product Data and Materials List: Within 30 days after award of contract and before sprinkler system materials are delivered to the job site, submit to the Architect a complete list of sprinkler system materials proposed to be furnished and installed. 1. Show manufacturer's name and catalog number for each item, furnish complete product data, and furnish the manufacturer's recommendations as to methods of installation. 2. Upon approval of the Architect, the manufacturer's recommendations and these Specifications shall become the basis for acceptance or rejection of actual methods of installation used in the Work. 3. As-built Drawings: Include a plan layout (1/8" = 1'-0") and details illustrating location and type of heads, valves, piping layouts, wiring circuits, trenching, controls, and accessories. Include water pressure at point of connection. As-built Drawings shall be provided to the Owner at project completion. 4. Operation and Maintenance Data: Manufacturer's operation and maintenance instructions. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Irrigation System PE&P Project No. 2570 02810-1 B. At job completion, supply the following materials to the Owner: 1 . Two quick coupling valve keys. 2. One hose swivel . 3. Three keys for controller cabinet. 1 .04 PRODUCT HANDLING: A. Protection: Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installed work and materials of all other trades. B. Replacements: In the event of damage, immediately make all necessary repairs and replacements. 1 .05 SCHEDULING AND COORDINATION: A. Irrigation Contractor shall submit all necessary product information to the Construction Manager. All work shall be undertaken in accordance with the Construction Manager's schedule and sequence of operations. 1 .06 PERMITS AND INSPECTION: A. Obtain and pay for any and all permits required for execution of Work under this Section including those required by (W.J.W.W. ) Westchester Joint Water Works. B. Furnish copies of permits and approval notices to the Owner prior to requesting final payment. PART 2 - PRODUCTS 2.01 PIPE: A. Plastic Pipe: 1 . All plastic pipe shall be continuously and permanently marked with the following information: a. Manufacturer's name b. Pipe size. c. IPS size (schedule number) . d. Type of material . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Irrigation System PE&P Project No. 2570 02810-2 e. Code number. 2. All plastic pipe shall be Class 200 polyvinylchloride (PVC) with solvent cement ASTM D 2564-80. 2.02 RISER FITTINGS: A. All swing riser assembly fittings shall be the same size as the sprinkler and quick coupling valve inlet thread. See installation detail drawings. 2.03 SPRINKLER HEADS: A. Toro 300 Series. B. Rainbird 1800 Series. 2.04 AUTOMATIC ELECTRIC CONTROL VALVES: A. All valves shall be Rainbird PE series as manufactured by Rainbird International , Inc. , Glendora, CA, or approved equal . 2.05 RAIN DETECTOR: A. Use MiniClik II as manufactured by Glen Hilton Products, Inc. , Bethesda, MD, or approved equal . 2.06 AUTOMATIC CONTROLLER: A. Automatic controller shall be wall mounted electromechanical multi -station with electric surge protector, manual override, and variable day cycle features, as manufactured by Rainbird International , Inc. , Glendora, CA, or Weathermatic Company, Dallas, TX. 2.07 WIRE: A. 24 Volt Valve Action: No. 14, UF, UL approved; RED for control , WHITE for common. 2.08 GATE VALVES: A. Gate valves shall be all brass construction, threaded ends, wheel handle, 150 lb. rated. 2.09 VALVE ACCESS BOXES: A. "Key" type locking lid not permitted. Use a Carson or Brooks valve box with a "screw-down" type locking lid only. Use same type box for gate valves. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Irrigation System PE&P Project No. 2570 02810-3 2. 10 QUICK COUPLER: A. Quick coupler and operating key shall be brass, as manufactured by the Rainbird International , Inc. , or approved equal . 2.11 FLEX RISERS: A. All swing riser assembly fittings shall be Hardie super blue-flex hose #EHD 1295-010 with #FEM series 1/2" x 3/4" fittings, and shall be the same size as the sprinkler inlet thread. 2.12 AUTOMATIC DRAIN VALVES: A. Automatic drain valves shall be pressure operating at 2.5 lbs. as produced by Rainbird Manufacturing, Model 16A-FDV, or approved equal . 2. 13 BACKFLOW PREVENTERS: A. Sizes Type Drain 3/4" - 2" Febco #825Y-BV AGD-Y 2. 14 OTHER MATERIALS: A. All other materials not specifically described but required for a complete and proper irrigation system installation shall be new, first quality of their respective kinds, and subject to the approval of the Architect. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS: A. Inspection: I . Prior to all Work of this Section, carefully inspect the installed work of all other trades and verify that such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the reference standards, and the manufacturer's recommendations. 3.02 FIELD MEASUREMENTS: A. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Irrigation System PE&P Project No. 2570 02810-4 B. Plan: Follow the plan as closely as practical . No changes or alterations shall be permitted without prior approval of the Architect. The Architect may make changes in the locations of any system component if such a change would provide for a more satisfactory system. C. Staking: This Contractor shall stake the location of all sprinkler heads and valves. Approval for their location shall be given by the Architect prior to starting trenching. D. Prior to excavating, this Contractor shall be responsible for contacting Local Utility to verify location of all public and private utilities. 3.03 TRENCHING AND BACKFILLING: A. General : 1 . Perform all trenching and backfilling necessary. 2. Excavate straight and true with bottom uniformly sloped to low points. B. Trench Depth: Excavate trenches to a depth of 3 inches below invert of pipe, unless otherwise indicated. C. Backfill : 1 . Backfill with clean material from excavation. Remove organic material as well as rocks and debris larger than 1" diameter. Place acceptable backfill material in 6" lifts, compacting each lift. 2. Backfill trench to within 6" of finished grade. Continue fill with acceptable topsoil and compact to bring sod even with proposed level of new lawns. 3.04 INSTALLATION OF PIPING: A. General : 1 . Lay out the piping system in strict accordance with the Drawings. 2. Where piping is shown on the Drawings to be under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. 3. Install piping using conventional "open-trench" method, or plow. Do not "bend" pipe. All changes of direction shall be HOMMOCKS PARK APARTMENTS Mamaroneck, New York Irrigation System PE&P Project No. 2570 02810-5 accomplished with fittings. Trench bottom to be uniform and completely free of rock. Backfill only with rock-free material in 6" lifts. Water in or mechanically tamp to original soil density. No settling of backfilled trenches shall be permitted; repair immediately at no cost to the Owner. B. Piping Depth: Install all piping at the following depth: 1 . Main lines: 18 inches of cover. 2. Lateral lines: 12 inches of cover. C. Sleeves: Sleeves shall be required on all pipe crossings where indicated on the Drawings. Sleeves shall be Schedule 40 PVC. D. No hydraulic driving shall be permitted under asphaltic concrete pavement. E. Inspection of Pipe and Fittings: Carefully inspect all pipe and fittings before installation, removing all direct scale and burrs and reaming as required. Install pipe with markings up for visual inspection and verification. F. Plastic Pipe: 1 . Exercise care in handling, loading, unloading, and storing plastic pipe and fittings. Store plastic pipe and fittings under cover until ready to install . Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 2. Repair all dented and damaged pipe by cutting out the dented or damaged section and rejoining with a coupling. 3. In jointing, chamfer the leading (male) edge of all plastic pipe. Use P-70 primer on all solvent weld joints. Wipe off all visible excess solvent. Allow all solvent weld joints to cure for two hours before applying water pressure. 4. Center load all plastic pipe with a small amount of backfill to prevent arching and whipping under pressure. 5. For plastic-to-steel connections, work the steel connections first. Use a non-hardened pipe dope on all threaded plastic-to-steel connections and use only light wrench pressure. G. Galvanized Pipe: I . Make all cuts in galvanized pipe square, with all cuts thoroughly reamed and rough edges and burrs removed. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Irrigation System PE&P Project No. 2570 02810-6 2. Make all pipe threads sound, clean-cut, and well -fitting. 3. Use Teflon tape on male fittings only. 4. Make all screwed joints tight with all necessary wrenches, but without handle extensions. 3.05 INSTALLATION OF EQUIPMENT: A. Sprinkler Heads: Install with flex riser directly out of lateral line fittings. Install all heads 6" from walks, drives, buildings, and curbs. B. Swing Riser Assemblies: Assemble as shown on detail drawing. Use Teflon tape on all threaded connections, where required. C. Electric Control Valves: Install as recommended by manufacturer. Use Teflon tape on all threaded connections. Pay particular attention to valve handle depth. D. Automatic Controller: Install wall mount unit at location requested by Owner. Electrical Contractor shall provide power source at a terminal box. Final electrical connection shall be done by Irrigation Contractor. E. Wire and Wire Splices: 1 . Bundle control valve wire and tape bundles to main line pipe at 50 ft. intervals 2. Lay wire under pipe wherever possible. 3. Provide specified wire expansion coil within valve access box. 4. NO wire splices shall be permitted between controller and control valve. 5. All splices shall be completely water tight. 6. Power Wire: Install between meter and controller. F. Valve Access Boxes: Install in location shown. Do not permit to "tilt" or settle. G. Gate Valves: Install at locations within specified access box as shown on Submittal Drawing. In all cases use galvanized elbows and galvanized nipples to bring the handle of the gate valve to within 6" of finish grade. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Irrigation System PE&P Project No. 2570 02810-7 H. Quick Coupling Valves: Install as shown on Detail Drawing at locations shown on Drawing on specified swing risers. Tighten swing riser fittings to prevent leakage. I . Rain Detector: Install 20 ft. above ground at location approved by the Architect. 3.06 TESTING AND INSPECTION: A. Closing in Uninspected Work: Do not allow the Work of this Section to be covered or enclosed until it has been inspected and tested. B. Flushing: Before backfilling the main line and with all control valves in place (but before lateral pipes are connected) , completely flush and test the main line and repair all leaks. Flush out each section of lateral pipe before sprinkler heads are attached. C. Testing: 1 . Make all necessary provisions for thoroughly bleeding the line of air and debris. 2. Before testing, fill the line with water for a period of at least 24 hours. 3. After valves have been installed, test all live water lines for leaks at 150 percent of operating pressure with no drop for two hours, with all couplings exposed, and with all pipe sections center loaded. 4. Correct all leaks and retest until acceptance is given by the Architect. D. Final Inspection: 1 . Thoroughly clean, adjust, and balance all systems. 2. Final system checkout shall be done by this Contractor, with the Architect and Owner's Representative present. Each zone control valve shall be operated, all sprinkler rotations and spray patterns checked, electric controller sequenced and programmed, zone control valves throttled for pressure control , and all spray heads balanced. All items deemed not acceptable shall be reworked to the complete satisfaction of the Architect. 3.07 MAINTENANCE AND OPERATING INSTRUCTIONS: A. This Contractor shall include in Bid an allowance for two hours of instruction of Owner and/or Owner's personnel upon completion of HOMMOCKS PARK APARTMENTS Mamaroneck, New York Irrigation System PE&P Project No. 2570 02810-8 check/test/start-up/adjust operations. Architect shall be notified at least one week in advance of these operations. B. Upon completion of work and prior to application for acceptance and final payment, a minimum of two three-ring binders titled, "MAINTENANCE AND OPERATING INSTRUCTIONS - HOMMOCKS PARK APARTMENTS", shall be submitted to the Architect. After review and approval , one copy shall be forwarded to the Owner. Included in the Maintenance and Operating binders shall be the following: 1 . One copy of the original Irrigation Plan. 2. One copy of the "AS-BUILT" Drawing. 3. One reproducible of the "AS-BUILT" Drawing. 4. A complete set of the "APPROVED" submittals of all irrigation equipment. 5. A copy of the suggested "System Operating Schedule" which shall call out the controller program required (zone run times in minutes per day and days per week) in order to provide the desired amount of water to each area under "no-rain" conditions. C. Contractor shall be responsible for first year WINTERIZATION and SPRING START-UP and shall perform these operations in the presence of the Owner's personnel . 3.08 WARRANTY: A. The standard warranty is for a one year period commencing on the date of final acceptance of the irrigation system, or substantial completion of the buildings, whichever occurs later. B. This warranty shall extend to the piping and components. C. This Contractor shall be responsible for the replacement or repair of any aspect of the system if the system is not performing to its design standards. Contractor shall make repairs promptly when notified. D. Contractor shall not be responsible for damage to the system by vandalism or other activities beyond the Contractor's control . END OF SECTION 02810 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Irrigation System PE&P Project No. 2570 02810-9 SECTION 02831 CHAIN LINK FENCES ---------------------- PART 1 - GENERAL ---------------------- 1.01 RELATED DOCUMENTS: A. The general contract provisions and sections of Division 1 apply to work of this section. 1.02 SUMMARY: A. Furnish all labor, materials, tools, equipment, fees and services necessary, required, and/or incidental to the provision and completion of the chain link fence and gate portions of the Work set forth in this Section of these Specifications and in accordance with the provisions and requirements of the Contract Documents including but not limited to the following portions of the Work. 1.03 QUALITY ASSURANCE: A. Comply with Section 02000 requirements. B. Provide chain link fences and gates as a complete unit and produced by a single manufacturer, including necessary erection accessories, fittings, and fastenings. C. Installation shall be performed by the manufacturer or an experienced chain link fence installer approved by the manufacturer. D. Materials and installation shall comply with the following standards: 1. American Society for Testing and Materials (ASTM) . 1.04 SUBMITTALS: A. Submit manufacturer's product data for each type of fencing and finish required. B. Submit shop drawings. Include plan layout and details illustrating height, location, and sizes of posts, rails, braces, gates, and anchorage. Provide hardware list and erection procedures. Hommocks Park Apartments Chain Link Fences Sykesville, Maryland 02831 - 1 PE&P Project No. 2570 C. Submit the following material samples in required finish: 1. Fabric: 6" square 2. End and line posts: 6" lengths 3. Fittings and accessories: 1 each D. Submit installer's certification that furnished materials meet specification requirements. E. Provide chain link fence record drawings with following criteria: 1. Legibly mark drawings to record actual construction. 2. Indicate horizontal locations, referenced to permanent surface improvements. 3. Identify field changes of dimension and detail and changes made by change order. 1.05 DELIVERY, STORAGE, AND HANDLING: A. Deliver chain link fence materials in the manufacturer's original packaging with tags and labels intact and legible. B. Handle and store material to prevent damage and deterioration. 1.06 PROJECT CONDITIONS: A. Do not begin chain link fencing installation before completion of final grading. ----------------------- PART 2 - PRODUCTS ----------------------- 2.01 ACCEPTABLE MANUFACTURERS: A. Manufacturer and type: Colorguard Corporation/Colorbond II. B. Other acceptable manufacturers: 1. Galvanized steel, vinyl-coated steel, aluminized steel, as manufactured by Anchor Fence, Inc. , Baltimore, MD. 2. Vinyl-coated steel as manufactured by Capital Wire and Fence Company, Inc. , Bladensburg, MD. Hommocks Park Apartments Chain Link Fences Sykesville, Maryland 02831 - 2 PE&P Project No. 2570 3. Vinyl-coated steel as manufactured by Davis Walker Corporation, Memphis, TN. 2.02 MATERIALS: A. Chain Link Fabric: One-piece width, full height as shown on drawings, 1-3/4" mesh, 9-gauge (0.148") steel wire. 1. Fabric shall have a bonded vinyl coating. Base metal shall be commercial quality medium high carbon hot-dipped galvanized steel wire. Vinyl coating shall be continuously bonded (not sprayed or dipped) over the galvanized steel wire by a bonding process under pressure to 5,000 psi to ensure a dense and impervious covering, free of voids and having a smooth and lustrous surface appearance. Coating thickness over the galvanized steel wire shall be in accordance with U.S. Government Spec. RR-F-191/11/1B, Type IV, Class 1B. Galvanized core shall have a permissible diameter variation of +0.005 inches. Wire shall be vinyl-clad before weaving and shall be free and flexible at all joints. Mesh size shall be measured by distance between the wires forming parallel sides of the mesh, with permissible variation of +0.250 inches. Height of fabric, measured from ends of barbs or knuckles, shall have a permissible variation of ±1 inch. a. Mesh Size: 1-3/4". b. Selvage: Knuckled at top and bottom. C. Height: Full height as shown in Drawings. d. One-piece width. 2. Vinyl-clad Wire: a. Wire Size: Coated 9 gauge, 0.148" O.D. +0.005". b. Zinc Coat: ASTM Spec. 116, 0.03 oz./s.f. C. Minimum Tensile Strength: 75,000 psi. 3. Wire Coating: Plasticized polyvinyl chloride (PVC) with low temperature (-20 degrees C) plasticizer. No fillers, extenders or extraneous matter other than the necessary stabilizers and pigments shall be used. Colors shall be stabilized and have a light fastness that shall withstand a minimum WEATHER-O-METER exposure of 1,500 hours without deterioration (test equipment operation light and water exposure apparatus carbon-arc type) ASTM-0 1499.E 42, Type E. In addition, vinyl covering shall resist attack from prolonged exposure to dilute solutions of most common mineral acids, sea water, and dilute solutions of most salts and alkali . Hommocks Park Apartments Chain Link Fences Sykesville, Maryland 02831 - 3 PE&P Project No. 2570 a. Minimum vinyl wall thickness shall be 0.020". B. Framework: Line corner and terminal posts and top, bottom, and intermediate rails shall be Schedule 40 galvanized steel to ASTM A-120, or high-yield galvanized steel pipe with a 10 to 14 mil vinyl coating bonded to a special cross-linking epoxy primer by the thermal fusion process. Galvanized pipe shall be coated with zinc inside and outside by the hot dip process and shall not be less than 1.8 ounce per square foot of total coated surface before vinyl coating. Zinc used for coating shall be of a grade conforming to the specification for slab zinc, ASTM designation B64. C. Tension wire shall be 7-gauge vinyl-coated galvanized steel wire. D. Line Posts: Vinyl-coated galvanized steel pipe, 2-1/2 inch O.D. Posts shall be of sufficient length to allow for installation to a depth of approximately 3 feet below grade level and shall be spaced in the line of fence not further apart than 10 feet or as shown on the drawings. Fabric shall be fastened to line posts by means of matching 9-gauge, vinyl-coated ties. E. Terminal Posts: Corner, terminal, and gate posts shall be 3" O.D. vinyl-coated galvanized steel. Each post shall be of sufficient length too allow for a depth of 3 feet below grade level. Fabric shall be attached to terminal post by means of vinyl-coated tension bars and held by vinyl-coated tension bands. Stretches of fence more than 500 feet in length shall have one intermediate 3-inch O.D. pull post with braces in two directions for every 500 feet. Corner posts shall be placed at every change in direction as the Landscape Architect directs. Corners and terminal posts shall be braced with vinyl-clad galvanized steel 1-5/8 inch O.D. brace rail, 10 ft. long, with a diagonal 3/8 inch truss rod and attached to the first ensuing line post. F. Fittings and other appurtenances shall be aluminum alloy, galvanized pressed steel, malleable or cast steel as specified, epoxy-phenolic primed and coated with matching vinyl (PVC) by the fusion bond method. Painted fittings are nor acceptable. G. Gate posts shall be 2.875" O.D. vinyl-clad steel pipe, 5.79 lbs./l .f. H. Gate frames: 1.660" O.D. steel pipe, 2.27 lbs./l .f. Hommocks Park Apartments Chain Link Fences Sykesville, Maryland 02831 - 4 PE&P Project No. 2570 I . Bottom Tension Wire: 7-gauge coiled spring wire. Finish shall match fabric finish. J. Color of entire system shall be black by Colorguard, or an equal approved by the Landscape Architect. K. Top and bottom selvages shall be knuckled for all fabric. ----------------------- PART 3 - EXECUTION ----------------------- 3.01 INSPECTION: A. Examine final grades and installation conditions. Chain link fence system work shall not be started until unsatisfactory conditions are corrected. 3.02 PREPARATION: A. Lay out complete fence line B. Locate and mark post positions. Space line posts equally and at maximum 10'-0" O.C. or as shown on the Drawings. C. Provide corner posts at positions where fence changes direction more than 10 degrees. 3.03 INSTALLATION: A. Install chain link fence system in accordance with the manufacturer's installation instructions and complying with CLMI specifications. B. Provide a rigid, plumb, finished fence structure with fabric tight and in tension to a height as shown on the drawings. C. Drill post holes into firm, undisturbed or compacted earth. 1. Minimum Hole Diameter: Three times the post diameter. 2. Minimum Hole Depth: Three inches deeper than post setting depth. 3. Minimum Post Depth: 36 inches. Hommocks Park Apartments Chain Link Fences Sykesville, Maryland 02831 - 5 PE&P Project No. 2570 D. Install gate end, corner, and line posts in concrete foundations. E. Place foundation concrete and tamp for consolidation. Align each post both vertically and laterally. Hold in position during concrete placement and finishing operation. 1. Set tops of footings at proper elevations to allow required clearance below concrete pavement. F. Top Wire: Attach 7-gauge vinyl-coated galvanized wire to fabric at 24-inch intervals with vinyl-coated hog rings. Wire fabric both top and bottom. G. Provide center rails where required. H. Install brace assemblies where required. I . Stretch fabric tight between terminal posts. Install on security side of fence and anchor securely to framework. J. Cut fabric to form continuous piece between terminal posts. 1. Pull fabric taut and clip or tie to posts, top rail , and bottom tension wire. 2. Install fabric on field side of fence. 3. Anchor to framework so fabric remains in tension after pulling force is released. 4. Bend wire ties to minimize hazard to humans. 5. Peen bolt threads to prevent removal of nuts. K. Install gates plumb and level. Secure for full opening without interference. 3.04 CLEANING: A. Perform cleaning during installation of Work and upon completion of Work. Remove debris and equipment from Site. Repair damage resulting from chain link fence system installation. END OF SECTION Hommocks Park Apartments Chain Link Fences Sykesville, Maryland 02831 - 6 PE&P Project No. 2570 SECTION 02936 - SEEDING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. The General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Furnish all labor, materials, tools, equipment, fees and services necessary, required, and/or incidental to the provision and completion of the seeding portions of the Work set forth in this Section of these Specifications in accordance with the provisions and requirements of the Contract Documents and any Addenda issued prior to the bid due date and time, including but not limited to the following portions of the Work. 1 .03 SUBMITTALS: A. Seed Certification: Certify grass seed blue tag, stating botanical and common name, percentage by weight and percentages of purity, germination and weed seed for each grass seed species. Comply with standards established by the Official Seed Analysts of North America. Submit seed vendor's certified statement to the Architect for each grass seed required within five (5) days prior to application. B. Manufacturers' certification of fertilizer and herbicide composition. C. Soil Test: Topsoil shall be tested for pH, nitrogen, phosphorous,potassium, salts, and organic matter, by a recognized soil testing laboratory. Submit results to the Architect a minimum of seven (7) days prior to construction. 1 .04 JOB CONDITIONS: A. Begin seeding after preceding related portions of the work have been accepted by the Architect. Ensure that topsoil placement and finished grading have been completed prior to installation. B. Remove any clay lumps, stones, roots, vegetation, stumps, or any other extraneous debris and leave soil surfaces smoothly graded to ensure positive drainage away from structures and planted areas. C. Environmental Requirements: Regular seeding season is March 1 to May 15 and August 1 to November 15. No seeding shall be done on HOMMOCKS PARK APARTMENTS Mamaroneck, New York Seeding PE&P Project No. 2570 02936-1 frozen ground, or when the temperature is 320F or lower or 90 0 or higher. D. Protection: Erect signs and barriers against vehicular and pedestrian traffic. Contractor shall be responsible for protecting seeded areas. 1 . Barriers: Minimum 1" x 1" x 4' stakes at 12' -0" intervals. Stakes shall be driven 1 1 ft. into the ground. Heavy twine shall connect stakes. E. Water, if available at the Site at time of seeding, shall be provided by the Owner without cost to the Contractor. However, the Contractor shall provide conveyances such as water trucks, hoses, etc. 1 .05 GUARANTEE: A. The Contractor shall guarantee that upon completion of the work, all portions thereof will be in accordance with the Contract and Specifications and that the same will so remain for a period of one year, or for not less than two full planting seasons, whichever period is greater. B. The Contractor shall further guarantee that during the period of the Guarantee he will make good any defects to the work and all damage caused to property of the Owner by such defects or by the work required to remedy such defects. C. Within the period of the Guarantee, replacement of lawn or other materials of work shall be made only once as directed by the Architect and thereafter the responsibility for such materials shall lie with the Owner. D. At any time within the period of the Guarantee, the Contractor shall replace any portion of lawn which, for any reason, has died or is in a dying condition, or which has failed to flourish in such a manner or to such a degree that its usefulness or appearance has been impaired, and he shall further make good any other damage, loss, impairment or defect in materials or work where the loss, impairment, destruction or failure to flourish sufficiently is the result of inferior or defective materials or workmanship, or unfavorable weather conditions. The decision of the Architect as to the necessity of replacing any lawn materials or repair any defects in workmanship, or of the cause of any destruction, loss, impairment, or failure to flourish shall be conclusive and binding upon the Contractor. The Contractor shall also make good all damage to persons or property caused by defective workmanship or materials. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Seeding PE&P Project No. 2570 02936-2 PART 2 - PRODUCTS 2.01 SEED: A. All seed shall be fresh, clean, new-crop seed of domestic origin, State certified cultivars, and labeled in accordance with U.S. Department of Agriculture Rules and Regulations under the Federal Seed Act. B. Grass Mixture: % % Min. % Min. % Other % Max. Weight Grass Type Purity Germ. Crop Weed 70 Rebel Tall Fescue 98 85 . 1 .1 15 Olympic Tall Fescue 98 85 . 1 . 1 10 Perennial Rye Grass 98 85 . 1 .1 5 Kentucky Bluegrass 98 85 . 1 . 1 2.02 TOPSOIL: A. Topsoil shall be fertile, friable, natural loam containing a minimum of 1 .5 percent organic matter. Topsoil shall be free of any admixture of subsoil and shall be free of weeds, roots, stones, clay lumps and soil clods, or any other extraneous debris. It shall have a pH value not higher than 7.0 or lower than 5.0. 2.03 FERTILIZER - NEW LAWN ESTABLISHMENT: A. Commercial Grade Fertilizer, 10-10-10: 1 . 10 available nitrogen, with at least 50% from organic ureaform. 2. 10 available phosphorous. 3. 10 available potash. 2.04 LIME: A. Ground limestone (hydrated or burn lime may be substituted) which contains at least 50% total oxides calcium oxide plus magnesium oxides. Ground limestone shall be ground to such fineness that at least 50% will pass through a 100-mesh sieve and 98 to 100% will pass through a 20-mesh sieve. 2.05 STRAW MULCH: A. Straw mulch shall be salt marsh straw or straw free of fertile weeds and weed seeds. Fumigation of straw with an approved soil fumigant by a certified applicator is permitted. The use of hay is not permitted. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Seeding PE&P Project No. 2570 02936-3 PART 3 - EXECUTION 3.01 PREPARATION: A. Verify that final grading and related preceding portions of the Work have been completed. B. Topsoil shall not be used for lawn operations while in a frozen or muddy condition. C. No seed shall be placed on soil which has been treated with soil sterilants until sufficient time has elapsed to permit dissipation of toxic materials. This Contractor shall assume full responsibility for any loss or damage to seed arising from improper use of sterilants or due to his failure to allow sufficient time to permit dissipation of toxic materials, whether or not such sterilants are specified herein. 3.02 INSTALLATION: A. Lime and fertilizer shall be applied at the rates designated by the soil testing laboratory. Cultivate topsoil to a minimum depth of 3" and rake after amendments have been added. B. The grass mixture shall be applied at the rate of 8 lbs. per 1 ,000 s.f. Hydroseeding is not permitted without authorization by the Architect. C. The grass mixture shall be sown in two directions at right angles. D. After seed has been spread, compact seed beds with a culti-packer, roller, or other similar equipment. E. Following compaction, apply a I" layer of straw to hasten germination. The straw mulch shall be anchored by either a mulch tiller, chemical mulch binder, twine, or netting. Asphalt emulsion shall not be used. 3.03 LAWN ESTABLISHMENT: A. Water seeded area adequately to thoroughly moisten the seedbed and to produce an even stand of turf. B. Watering is best done frequently prior to and after germination to ensure even germination. Misting three times daily during warm periods is recommended. Do not allow water to puddle or run off. C. Mowing: 1 . When grass reaches 3", mow to 2" in height. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Seeding PE&P Project No. 2570 02936-4 2. Maintain grass between 2-1/2" to 3-1/2" in height. 3. Do not cut more than 33% of grass leaf in a single mowing. 4. Remove grass clippings. 5. Reseed spots larger than 1 s.f. not having a uniform stand of grass. 6. Weed Eradication: Between the first and the third mowing, apply herbicide uniformly at manufacturer's recommended rate. 7. Reapply fertilizer at a rate of 5 lbs. per 1000 s.f. 30 days after seeding for a total application of 10 lbs. , or as directed by the Architect. 8. Establishment period to extend through three mowings and until an even stand of turf is established. 3.04 CLEANING: A. Immediately clean spilled seed from paved and finished surface areas. B. Remove debris and excess material from the Site. C. Purpose of barricades and warning signs at termination of lawn establishment. END OF SECTION 02936 NOMMOCKS PARK APARTMENTS Mamaroneck, New York Seeding PE&P Project No. 2570 02936-5 SECTION 02938 - SODDING (ALTERNATE) PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. The General Contract Provisions and Section of Division I apply to Work of this Section. 1 .02 SUMMARY: A. Furnish all labor, materials, tools, equipment, fees and services necessary, required, and/or incidental to the provision and completion of the sodding portions of the Work set forth in this Section of these Specifications in accordance with the provisions and requirements of the Contract Documents and any Addenda issued prior to the bid due date and time, including but not limited to the following portions of the Work. B. Note: Sodding is included as an Add Alternate to the Landscape Contract. See Bid Form. 1 .03 SUBMITTALS: A. Sod Certification - "Certified Sod" : Certified by the State Department of Agriculture. Submit certificate to Architect within five (5) days of application. : B. Manufacturer's certification of fertilizer and herbicide composition. Submit certification to Architect within five (5) days of application. C. Soil Test: Loam shall be tested for pH, nitrogen, phosphorous, potassium, salts, and organic matter, by a recognized soil testing laboratory. Submit results to Architect a minimum of seven (7) days prior to construction. 1 .04 JOB CONDITIONS: A. Begin sodding after preceding related portions of the Work have been accepted by the Architect. Ensure that topsoil placement and finish grading have been performed prior to sod installation. B. No sod shall be placed on soil which has been treated with soil sterilants until sufficient time has elapsed to permit dissipation of toxic materials. This Contractor for work under this Section shall assume full responsibility for any loss or damage to sod arising from improper use of sterilants or failing to allow sufficient time to permit dissipation of toxic materials, whether or not such sterilants are specified herein. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sodding (Alternate) PE&P Project No. 2570 02938-1 C. Environmental Requirements: Regular sodding season is March 1 to May 15 and August 1 to November 15. No sodding shall be done on frozen ground, or when the temperature is 320F or lower, or 900 or higher. D. Protection and Barriers: 1 . Protection: Erect signs and barriers against vehicular and pedestrian traffic. 2. Barriers: Minimum 1" x 1" x 4' stakes at 12' -0" intervals. Stakes shall be driven 1-1/2' into ground. Heavy twine shall connect stakes. 1 .05 GUARANTEE: A. The Contractor for work under this Section shall guarantee that upon completion of the work, all portions thereof will be in accordance with the Contract and Specifications and that the same will so remain for a period of one year, or for not less than two full planting seasons, whichever period is greater. B. The Contractor shall further guarantee that during the period of the Guarantee he will make good any defects to the work and all damage caused to property of the Owner by such defects or by the work required to remedy such defects. C. Within the period of the Guarantee, replacement of lawn or other materials of work shall be made only once as directed by the Architect and thereafter the responsibility for such lawns or materials shall lie with the Owner. D. At any time within the period of the Guarantee, the Contractor shall replace any portion of lawn which, for any reason, has died or is in a dying condition, or which has failed to flourish in such a manner or to such a degree that its usefulness or appearance has been impaired, and he shall further make good any other damage, loss, impairment or defect in materials or work where the loss, impairment, destruction or failure to flourish sufficiently is the result of inferior or defective materials or workmanship, or unfavorable weather conditions. The decision of the Architect as to the necessity of replacing any lawn materials or repair any defects in workmanship, or of the cause of any destruction, loss, impairment, or failure to flourish shall be conclusive and binding upon the Contractor. The Contractor shall also make good all damage to persons or property caused by defective workmanship or materials. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sodding (Alternate) PE&P Project No. 2570 02938-2 PART 2 - PRODUCTS 2.01 MATERIALS: A. Fertilizer: Fertilizer shall be the product of an approved commercial fertilizer manufacturer and shall be 10-10-10 grade, uniform in composition, free-flowing material suitable for application with standard equipment. The fertilizer shall conform to applicable State fertilizer laws and shall be delivered to the Site in unopened containers, each fully labeled and bearing the name, trademark, and warranty of the producer. A minimum 50% of nitrogen shall be in slow release form. B. Lime: Ground limestone (hydrated or burn lime may be substituted) which contains at least 50% total oxides, calcium oxide plus magnesium oxide. Ground limestone shall be ground to such fineness that at least 50% will pass through a 100-mesh sieve and 98 to 100% will pass through a 20-mesh sieve. C. Sod: 1 . Class and Composition: a. Class: Turfgrass sod shall be State certified. b. Composition: Turfgrass sod shall be grown in a sod nursery on loam at least one (1) year old, with a heavy top and a strong, well -knit root system. c. Turfgrass shall be composed of 100% fine-leaf tall fescue cultivars. Approved cultivars: State certified cultivars from the current year. Other cultivars may be used if approved by the Architect. 2. Thickness of Cut: Sod shall be machine-cut at a uniform soil thickness of 1/2 inch, plus or minus 1/4 inch, at the time of cutting. Measurement for thickness shall exclude top growth and thatch. 3. Mowing Height: Height of grass blade not to exceed 3-1/2 inches, nor below 2 inches. 4. Pad Size: Individual pieces of sod shall be cut to the supplier's standard width and length. Maximum allowable deviation from standard widths and lengths shall be 5%. Broken pads and torn or uneven ends will not be acceptable. 5. Strength of Sod Sections: Standard size sections of sod shall be strong enough to support their own weight and retain their size and shape when suspended vertically from a firm grasp on the upper 10% of the section. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sodding (Alternate) PE&P Project No. 2570 02938-3 6. Moisture Content: Sod shall not be harvested or transplanted when moisture content (excessively dry or wet) may adversely affect its survival . 7. Time Limitations: Sod shall be harvested, delivered and installed within a period of 36 hours. Sod not transplanted within this period shall be inspected and approved or rejected by the Architect prior to its installation. D. Topsoil : Topsoil shall meet the requirements as specified in Section 02200, Finish Grading. PART 3 - EXECUTION 3.01 PREPARATION OF AREAS TO BE SODDED: A. Fine Grading: Areas to be sodded shall be graded as shown on the Drawings or as directed and all surfaces shall be left in an even and properly compacted condition so as to prevent the formation of depressions where water will stand. B. Tillage: After loamed areas required to be sodded have been brought to the grades shown on the plans and as specified, they shall be thoroughly tilled to a depth of 3 inches by approved methods, until the condition of the soil is acceptable to the Architect. Any objectionable undulations or irregularities in the surface resulting from tillage or other operations shall be removed before planting operations are begun. The operation shall be performed only during periods when satisfactory results are likely to be obtained. When conditions are such, by reason of drought, excessive moisture or other factors, that results are not likely to be satisfactory, stop the operation and resume only when desired results are likely to be obtained. C. Application of Fertilizer: Fertilizer shall be distributed uniformly at a rate of 5 lbs./1000 s.f. of sodded area and shall be incorporated into the soil to a depth of 3 inches by methods approved by the Architect. The incorporation of fertilizer may be accomplished as part of the tillage operations specified. Distribution of fertilizer by means of approved equipment will be acceptable. D. Application of Lime: Immediately following or simultaneously with the incorporation of the fertilizer, lime shall be distributed at a rate determined by soil tests, and shall be incorporated into the soil to a depth of 3 inches by methods which are acceptable to the Architect. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sodding (Alternate) PE&P Project No. 2570 02938-4 3.02 SODDING: A. Areas to be Sodded: Placement of sod and pattern of layout shall be as specified herein, where noted on the Drawings, or as directed by the Landscape Architect. Sod shall be laid smoothly, edge to edge, with staggered joints and shall immediately be pressed firmly into contact with the sod bed by tamping or rolling with approved equipment adequate to eliminate all air pockets, provide a true and even surface, and insure knitting without displacement of the sod or deformation of the surface of sodded areas. There shall not be cracks between sod pads. After the sodding has been completed, the edges of the area shall be smooth and shall conform to the elevations shown. B. Moistening the Soil : During periods of high temperature and after all unevenness in the soil surface has been corrected, the soil shall be lightly irrigated immediately prior to laying the sod. C. Starter Strip: The first row of sod shall be laid in a straight line with subsequent rows placed parallel to and tightly against each other. Lateral joints shall be staggered to promote more uniform growth and strength. Care shall be exercised to insure that the sod is not stretched or overlapped and that all joints are butted tight in order to prevent voids which would cause air drying of the roots. D. Sloping Surfaces: On sloping areas where erosion may be a problem, sod shall be laid with staggered joints and secured by tamping, pegging, or other approved methods. E. Watering and Rolling: The Contractor for work under this Section shall water sod immediately after installation of 500 square feet to prevent excessive drying during progress of the Work. Mist it lightly to prevent roller marks during subsequent roller operations. As sodding is completed in any one section, the entire area shall be rolled. It shall then be thoroughly irrigated to a depth sufficient that the new sod pad and soil immediately below sod are thoroughly wet. The Contractor for work under this Section shall be responsible for distribution of water available at the Site prior to and during installation of the sod and afterward as maintenance watering is required. F. All edges of beds and saucers shall be clean and regular and conform to bed lines shown on the plans. All edges of pits shall form a straight line where plants are installed in rows. G. Sod shall form a perfect circle around all tree saucer pits uniform in size for similar size plant materials. Keep orientation and alignment even throughout the entire Site where multiple rows or beds occur. Bring sod to lip of saucer. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sodding (Alternate) PE&P Project No. 2570 02938-5 3.03 MAINTENANCE: A. The Contractor for work under this Section shall be responsible for the proper care and maintenance of the sodded areas until acceptance by the Landscape Architect. Maintenance shall consist of repair and replacement of eroded areas, watering, refertilizing, and reliming as necessary to provide an even, fixed growth of grass. In addition, the Contractor shall provide protection against traffic and shall erect the necessary barricades and warning signs required immediately after planting is completed. Sodded areas shall be watered and maintained until a thick, even stand of grass is established. B. Mowing: The sodded areas shall be mowed with approved mowing equipment. The first mowing shall not be attempted until the sod is firmly rooted and secured in place. Not more than 1/3 of the grass leaf shall be removed by the initial cutting or subsequent cuttings. Grass height shall be maintained between 2 and 3 inches unless otherwise specified. The last mowing of the turf in the fall should be at 2 inches. Catch and remove clippings. C. Watering: 1 . First Week: The Contractor for work under this Section shall provide all labor and furnish all watering necessary for establishment of the sod. Soil on sod pads shall be kept moist at all times. In the absence of adequate rainfall , watering shall be performed daily or as often as necessary during the first week and in sufficient quantities to maintain moist soil to a depth of at least 4 inches. Watering shall be done prior to the heat of the day to help prevent wilting. Coordinate with the Architect. 2. Second and Subsequent Weeks: The Contractor for work under this Section shall water the sod as required to maintain adequate moisture in the upper 4 inches of soil necessary for the promotion of deep root growth. D. Weeding: If weeds appear, the Contractor for work under this Section shall submit a plan of herbicide application for approval by the Landscape Architect. The sod shall be devoid of weeds prior to installation. 3.04 REPAIR: A. When the surface of any part of an area which has been sodded is diseased, gullied, or otherwise damaged, the affected portions shall be 'repaired to reestablish the condition and grade of sod bed prior to the injury and shall then be resodded as hereinbefore specified. Resoddings shall be accomplished within the period specified. END OF SECTION 02938 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sodding (Alternate) PE&P Project No. 2570 02938-6 SECTION 02950 - TREES. SHRUBS, AND GROUND COVERS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. The General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. Furnish all labor, materials, tools, equipment, fees and services necessary, required, and/or incidental to the provision and completion of the planting of trees, shrubs, and groundcovers portions of the Work set forth in this Section of these Specifications in accordance with the provisions and requirements of the Contract Documents and any Addenda issued prior to the bid due date and time, including but not limited to the following portions of the Work. 1.03 QUALIFICATIONS: A. Landscape planting and related installations shall be performed by a firm with a minimum of five years' experience specializing in these types of installations. The firm shall have successfully executed jobs of similar size, scope, and complexity. 1.04 STANDARDS (Applicable Specifications and Standards) : A. "Standardized Plant Names," latest edition, American Joint Committee on Horticultural Nomenclature. B. "American Standard for Nursery Stock," 1980 edition, American Association of Nurserymen. 1.05 REQUIREMENTS: A. The Architect shall be notified by the Contractor before commencing activities. A preconstruction meeting between the Architect and the Construction Manager shall be arranged by the Landscape Contractor to review the Construction Schedule and Site conditions before any planting begins. B. Certificates of inspection shall accompany the invoice for each shipment of plants as may be required by law for transportation. The Landscape Contractor shall file certificates with the Architect prior to acceptance of the material . Inspection by federal or state authorities at place of growth does not preclude rejection of the plants at the Site. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-1 1 .06 INSPECTION AND ACCEPTANCE OF PLANTS: A. Preliminary Inspection: 1. Plants may be subject to inspection by the Architect at their place of growth and upon delivery for conformity to Contract requirements. Such inspection shall not impair the right of rejection during progress of the Work. 2. A written request for inspection of plant material at their place of growth shall be submitted to the Architect at least ten (10) calendar days prior to digging. This written request shall state the place of growth and quantity of plants to be inspected. The Architect reserves the right to refuse inspection at this time. 3. Plants identified as "selected specimen" shall be tagged at their place of growth. For distant material , submit photographs for pre-inspection review. B. Site Observations and Punch Lists: 1 . Site observations are a verification of performance of the Work defined by Contract Documents and are conducted by the Owner's Representative on Site and in the presence of the Landscape Contractor for the purpose of acceptance. 2. A punch list of those portions of the Work not up to specified standards shall be issued by the Owner's Representative to the Landscape Contractor for completion. C. Final Completion: 1 . A punch list shall be made within ten (10) days of written notification from the Landscape Contractor upon 100 percent completion of those portions of the Work. 2. Upon the satisfactory completion of the punch list items, a final completion shall be granted, a warranty commencement date shall be established, and the one-year warranty period shall begin. 3. Evaluation for final completion shall not be performed during the dormant season for deciduous plant material . If an inspection is requested during this time, the request shall be denied and an inspection date shall be scheduled for the following spring growing season. D. Partial Final Completion: 1 . Final completion can be granted for portions of the Work if HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-2 conditional approval by Owner's Representative has been granted. If installation activity has stopped for reasons beyond the Landscape Contractor's control , evaluation shall be made on any completed installation. 2. The evaluation and approval process for partial final completion shall be the same as described for final completion. E. Final Acceptance: 1 . At the end of the one (1) year warranty period a final evaluation shall be performed by the Owner's Representative, and the Landscape Contractor. 2. All plant material shall be in satisfactory and acceptable condition at the end of the warranty period. Upon satisfactory completion of the punch list items by the Landscape Contractor, the final acceptance shall be granted by the Architect. 1 .07 WARRANTY: A. Specific maintenance activities are delineated elsewhere. B. The standard warranty is for a one (1) year period, excluding bulbs and annuals, commencing on the date of final completion. All plants shall be alive and in satisfactory growth at the end of the warranty period. C. Any plant material that is 25 percent dead, or more, shall be considered dead and must be replaced at no charge, providing the Landscape Contractor has received at least 90 percent payment. A tree shall be considered dead when the main leader has died back, or there is 25 percent of the crown dead. D. Perennials shall be guaranteed to show signs of healthy growth by May 15 - June 1 . 1 .08 REPLACEMENTS AND CONDITIONS: A. Replacements shall be made during the next planting period unless the Landscape Contractor agrees to an earlier date. Spring: March 15 - June 15 Fall : September 15 - November 15. B. Replacement plants shall be of the same size and species as the original . Replacements shall be subject to all requirements stated in this Specification. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-3 C. If deciduous plant material is planted in the dormant season, it shall be guaranteed to break dormancy. D. The Landscape Contractor shall not be responsible for plant material that has been damaged by vandalism, fire, removal , relocation, or other activities beyond the Landscape Contractor's control . 1 .09 SUBMITTALS: A. Manufacturer's Data: Submit to the Architect copies of manufacturer's and/or source data for all materials including soils. Indicate by transmittal that a copy of all data has been distributed to the installer. B. Samples: Submit to the Architect one (1) pound samples of all mulches, loam, and organic compost materials used in the making of the soil mix. Also submit one (1) premixed Sample of the soil mix as specified herein. All samples shall be approved by the Architect prior to use. C. One (1) plant tag per specified plant species shall be submitted to the Architect. PART 2 - MATERIALS 2.01 TREES, SHRUBS, AND GROUND COVERS: A. General : 1 . Plant List: The Landscape Contractor shall be responsible for furnishing and installing all plant material shown on the Drawings. For the calculation of quantities, the planting plan shall govern over the plant list. 2. Nomenclature: The names of plants required for the Contract Documents shall conform to those given in Hortus III, latest edition. 3. The Landscape Contractor shall have investigated the sources of supply and satisfied himself that he can supply all of the plants specified on the plant list in the size, variety and quality noted. Failure to take this precaution will not relieve the Landscape Contractor from the responsibility of furnishing and installing all the plant material in strict accordance with the Contract requirements and without additional expense to the Owner. Substitutions will not be permitted. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-4 nearest equivalent size or variety with an equitable adjustment of Contract Sum. Such proof shall be substantiated and submitted in writing to the Architect. 4. Plants shall be nursery-grown in accordance with good horticultural practices and grown under climatic conditions similar to those in the locality of the Project for at least two years. They shall have been root-pruned within the last two years. 5. Plants shall be freshly dug. No heeled-in plants or plants from cold storage will be accepted. 6. Unless specifically noted otherwise, all plants shall be of specimen quality, exceptionally heavy, symmetrical , tightly-knit plants, so trained or favored in their development and appearance as to be unquestionably and outstandingly superior in form, number of branches, compactness and symmetry. 7. They shall be sound, healthy and vigorous, well -branched, and densely foliated when in leaf. They shall be free of disease, insect pests, eggs or larvae. They shall be free from physical damage or adverse conditions that would prevent thriving with the specified result. 8. Plants shall be true species and variety and shall conform to measurements specified in the plant list, except that plants larger than specified may be used if acceptable to the Architect. Use of such plants shall not increase the Contract Sum. 9. Trees shall have a single trunk unless a multistem is specifically called for in the plant list. No part of the trunk shall be conspicuously crooked as compared to normal trees of the same variety. The trunk shall be free of recent sunscald, frost cracks, or wounds from abrasions or other causes. Trees showing signs of such wounds shall be completely callused over, or they will be rejected. Trees with multiple leaders will be rejected. The main leader shall be intact and undamaged. Evergreen trees shall be of the specified height with spread in proportion to height, as designated in the ASNS standards, and shall be well branched to the ground. 10. Container-grown stock shall have been grown in a container long enough for the root system to have developed sufficiently to hold its soil together. 11 . Ground Covers: Provide plants established and well -rooted in removable containers or integral peat pots and with not less than the minimum number and length of runners required by ANSI Z60. 1 for the pot size shown or listed. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-5 12. Bare root plants shall be dormant. Roots shall be fresh and plump. Plants with dry, withered, or broken roots will be rejected. 13. Bulbs shall be mature, healthy, firm specimens containing sufficient nutrients for flowering the first season. Bulbs shall be dormant at time of planting. B. Plant Size: 1 . Tree caliper measurement shall be taken at a point on the trunk 6 inches above natural ground line for trees up to 4 inches (10 cm) in diameter, and at a point 12 inches (30 cm) above natural ground line for trees over 4 inches (10 cm) in diameter. 2. Plants shall be measured when branches are in their normal position. Height and spread dimensions specified refer to the main body of the plant and not from branch tip to tip. Plants shall not be pruned before delivery. 3. Plants shall meet the requirements for spread or height stated in the plant list. The measurements for height shall be taken from the top of the rootball elevation to the average height of the shrub and not to the largest branch. 4. If a range of size is given for a particular species, all plants shall be of equal size in height and/or spread within the minimum and maximum dimensions specified on the plant list for that species. 5. Plants that meet the measurements specified, but do not possess a normal balance between height and spread, shall be rejected. C. Plant Labels: Plant material labels shall be durable, legible labels stating the correct plant name and size in weather-resistant ink or embossed process. Attach securely to all plants, bundles, and containers of plant material delivered, being careful that those attached directly to plants will not restrict growth. 2.02 TOPSOIL, SOIL AMENDMENTS, AND HARDGOODS: A. Excavated topsoil from on Site and furnished topsoil shall consist of fertile, friable natural loam, uniform in composition, free of stones, lumps, plants, roots, and other debris over 1-1/2 inches. It shall not contain toxic substances harmful to plant growth. Topsoil shall have a pH range of 5.0 to 7.0 and the organic matter shall be a minimum of 1 .5 percent. B. Organic matter used in backfill mix shall be peat, leaf mold, composted bark, composted sewage sludge, or other material approved by the Architect. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-6 C. Peat shall be reed sedge peat, low in content of woody material , and free of mineral matter harmful to plant life. Furnish air-dried, finely shredded peat, with a pH between 2.5 and 6.5, and containing no more than 35 percent moisture by weight. D. Composted sewage sludge shall be "Earthlife, " or equal . E. Dolomite lime shall be agricultural grade, ground limestone containing total carbonates of 85 percent with a minimum of 30 percent magnesium carbonates. F. Leaf mold shall be composted municipal mold containing not more than 40 percent moisture. G. Trace elements shall be commercially-available, slow-release materials containing zinc (Zn) , molybdenum (Mo) , copper (Cu) , boron (B) , and magnesium (Mn) . H. Coarse sand shall be clean, washed, sharp, coarse masonry sand sized up to 1/4 inch. I . Washed gravel shall be clean, crushed stone or gravel complying with ASTM C.33, Size 8 or 9. J. Mulch shall be shredded hardwood bark. K. Fertilizer shall be granular with 35 to 80 percent of the total nitrogen in slow release form as follows: Trees 10- 6- 4 Shrubs 10- 6- 4 Evergreen ground covers 10-10-10 Flowering perennials 5-10- 5 Bulbs 0-20-20 Perennial grasses 10-10-10 L. Antidessiccant shall be an emulsion which provides a protective film over plant surfaces, permeable enough to permit transpiration, and delivered in containers of the manufacturer. It shall be mixed according to the manufacturer's directions and shall be: Envy Antitranspirant by Agro-K Corp. , 5750 Main Street NE, Minneapolis, MN 55432 (612) 571-6555. M. Stakes shall be of sound, treated hardwood free of knot holes and other defects. N. Wrapping material shall be a standard manufactured tree wrapping paper, brown in color, with crinkled surface and fastened by an acceptable method. 0. Cable shall be 3/16 inch galvanized. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-7 P. Guy wire shall be pliable, twelve-gauge galvanized, twisted two-strand wire or FF5 chain lock or approved equal . Q. Clamps shall be galvanized or zinc-coated and of appropriate size to hold wire or cable used. R. Deadmen shall be pine timbers, CCA pressure-treated, and rated for"ground contact. " S. Geojute shall be woven hemp, biodegradable landscape fabric, as manufactured by Belton Industries. T. Hose used for guying shall be black in color. U. Pipe for tree aeration shall be 4" ADS perforated pipe. PART 3 - EXECUTION 3.01 TREES, SHRUBS, AND GROUND COVERS: A. Examination of Site: The Landscape Contractor shall visit and examine the Site and all conditions thereon, and take into consideration all such conditions that may affect this portion of the Work and shall verify that all related preceding activities have been completed before commencement of planting. I . Planting shall not be started until final subgrade has been established and approved by the Architect. 2. No planting shall be done if weather or soil conditions are not satisfactory. This includes, but is not limited to, soil that is frozen or excessively wet. B. Digging and Handling Plant Material : 1 . No plants shall be dug or delivered to the Site until the required inspections have been made (or waived) and the plants approved. The Architect shall have the option to inspect any or all plant material . 2. Balled and burlapped plants shall be moved with the root systems as solid balls of earth, firmly wrapped with untreated burlap, and firmly held in place with stout cord or wire. Plants prepared with plastic or other non-biodegradeable wrappings shall have their wrapping removed to the base of the ball . The rootball must remain intact. A broken rootball is a basis for the plant being rejected. The diameter and depth of the rootballs shall be sufficient to encompass the fibrous root feeding system and as specified by AAN Standards. No plant HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-8 shall be accepted when the ball of earth surrounding its roots has been cracked or broken preparatory to or during the process of planting, or after the burlap and bindings have been removed. 3. Roots or balls of all plants shall be adequately protected at all times from sun and/or drying winds. Balled and burlapped plants that cannot be planted immediately upon delivery or collection from the Site shall be set on the ground and protected with soil or other acceptable material . Plants collected on Site and planted immediately after digging need not be burlapped. 4. No plant shall be bound with wire or rope at any time so as to damage the bark or break branches. 5. Plants shall be pruned only as directed by the Architect and only after plants have been delivered and installed. 3.02 LAYOUT OF PLANTING AREAS: A. Planting Beds: Lay out the outline of all planting beds with paint, hose, stakes, or other acceptable means before beginning any bed preparation. The Architect shall review the layout for approval or adjustment. B. Trees, Shrubs, and Other Plants: Layout of all tree and shrub locations shall be provided by the Landscape Contractor for approval by the Architect before any excavation begins. C. Ground Covers and Perennials: Layout for individual plant locations shall not be required, but layout for general planting masses shall be provided by this Contract for the Architect's review. D. Adjustment of Layout: Any minor adjustments of plant or planting bed locations by the Architect shall not result in a price increase by the Landscape Contractor. 3.03 EXCAVATION OF PLANTING AREAS: A. General : 1 . All planting pits shall have the sides and bottom scarified to ensure proper soil interaction. The bottom of each pit shall be loosened a minimum of four (4) to six (6) inches. 2. If extraneous material such as stones, earth clods, sticks, minor construction debris, etc. , is encountered when excavating, it shall be removed from the planting pit and shall HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-9 be legally disposed of off Site or at a preapproved location on Site. B. Balled and Burlapped Plants: For balled and burlapped trees and shrubs, excavations shall be a minimum of two (2) feet wider than the ball diameter and equal to the ball height. C. Containerized Plants: For container-grown stock, excavate as specified for balled and burlapped stock, adjusting to size of container width and depth. D. Bare Root Plants: For bare root trees and shrubs, excavations shall be at least 1' -0" wider than root spread and deep enough to allow setting of roots on a cone of compacted backfill . E. Planting Beds: 1 . Planting beds shall be stripped of all sod or any other vegetative growth. 2. Beds shall be rototilled to a minimum depth of six (6) inches before any planting begins. Beds shall not be rototilled until all existing vegetation has been successfully removed. 3. The bed edge shall be sharply incised by a hand spade to create a vertical edge that will retain three (3) inches of mulch. F. Adverse Soil and Drainage Conditions: 1 . The Landscape Contractor shall be responsible for removal of all soils unsuitable for the survival of plant material . 2. The Landscape Contractor shall be responsible for all excavation work associated with planting. Contractor shall provide a deduct alternate price for rock excavation (see Bid Form) . 3. In the event that topsoil requires pH correction (below 5.0 or above 7.0) , this Contractor shall submit recommendations to the Architect for application rates of lime or sulphur/iron, and shall apply such rates of lime or sulphur/iron at no change to the Contract Sum. 3.04 PLANTING: A. Planting Season: Planting shall be done only within the following dates specified or as on the Drawings. If special conditions exist which may warrant a variance in the planting dates, a written request shall be submitted to the Architect stating the special conditions and the proposed variance. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-10 Permission for the variance will be given if, in the opinion of the Architect, the variance is warranted. Planting installed outside the given dates shall remain under the Landscape Contractor's one-year warranty. 1 . Deciduous Trees and Shrubs: April 15 to June 30, or September 15 to November 15. 2. Evergreen Trees, Shrubs, and Vines: April 15 to June 30, or September 15 to October 15. 3. Perennials: April 15 to June 30, or September 15 to November 15. 4. Bulbs: September 15 to December 15. 5. For a listing of plants that shall not be planted in the fall planting season, refer to the Plant List on the Drawings. B. General Planting Operations: 1 . The Landscape Contractor shall ensure that all preceding requirements, including layout, are completed and approved by the Architect before beginning plant installation. 2. Plants shall be protected at all times from sun or drying winds. Plants that cannot be planted immediately on delivery shall be kept in the shade, well protected with soil , mulch, or other acceptable material , and shall be kept well watered. 3. Plant material shall be set plumb and braced rigidly in position until the planting soil has been tamped solidly around the ball and roots. 4. Ropes or strings shall be cut from top of ball after plant has been set. Leave burlap or cloth wrapping intact around root balls. Turn back and bury or remove portions of burlap at top one-third of ball . 5. Plants shall be set approximately one-eighth the depth of the rootball higher than the relationship to finished grade as they bore to the ground from which they were dug. 6. Specified planting mix shall be used to backfill pit approximately two-thirds full . Soil shall be tamped solidly around the ball and roots. Water planting pit thoroughly before installing the remainder of the planting mix. 7. A three (3) to four (4) inch (10 cm) soil saucer shall be formed around trees and shrubs. Thoroughly water in saucer HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-11 around root ball to eliminate air pockets. Repeat process twice before applying mulch. Add additional planting mix as required. 8. Planting pits and planting beds shall be mulched with a minimum layer of two (2) inches and a maximum layer of three (3) inches of shredded hardwood mulch. 9. All planting areas shall conform to specified finished grades after full settlement occurs and mulch has been applied. 10. Upon acceptance, all tags, labels, strings, surveying tape, etc. , shall be removed from all plants. C. Balled and Burlapped Plants: 1. All ropes, strings, and wire baskets shall be cut and removed from root ball after plant has been set. Turn back and bury or remove top one-third of burlap wrapping. Leave the remainder of the burlap intact around the root ball . 2. Root balls wrapped with plastic or other non-biodegradeable wrappings, shall have their wrapping completely removed to the base of the ball . 3. If root balls are cracked or broken prior to, preparatory to, or during the process of planting, the plants shall be rejected. 4. Plants shall be lifted, handled, and transported from the bottom of the ball only. D. Containerized Plants: 1 . Containers shall be completely removed from around the roots before planting. 2. A razor knife or equal shall be used to cut an incision a minimum of one (1) inch into the root ball from top to bottom. A minimum of four (4) vertical incisions shall be made per plant before planting. E. Planting Beds for Ground Covers and Perennials: 1 . The Landscape Contractor shall ensure that layout of planting beds has been approved and that rototilling and edging have been executed. 2. Ground cover beds: A two (2) inch layer of approved organic matter and five (5) pounds of specified fertilizer for 100 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-12 square feet of bed area shall be applied to the top of the bed. Thoroughly rototill organic matter and fertilizer into the bed to a minimum depth of six (6) inches. 3. Perennial Beds: A four (4) inch layer of approved organic matter and five (5) pounds of specified fertilizer per 100 square feet of bed area shall be applied to the top of the bed. Thoroughly rototill organic matter and fertilizer into the bed a minimum of six (6) inches. 4. Planting beds shall be smoothed out and uniformly graded to conform to specified grades. 5. Planting bed edges shall be incised crisply and the shape and dimensions of the bed shall conform to the planting plan. Edges shall be smooth and continuous. 6. All planting beds shall be mulched as specified. F. Planting Mix for Backfill of Tree and Shrub Planting Pits: 1 . Tree and shrub pits shall be backfilled with a mixture of 70 percent existing excavated topsoil and 30 percent approved organic matter. 2. Planting mix shall be proportioned and thoroughly mixed prior to any backfilling of planting pits. 3. Fertilizer shall be broadcast over the top of the planting pit after backfilling. The following general fertilizer application rate shall be used unless notified differently by the Architect: Trees: 1 lb. per inch caliper Shrubs: 1/4 lb. per foot height or spread 3.05 MAINTENANCE OF TREES, SHRUBS, AND GROUND COVERS: A. Maintenance shall begin immediately after each plant is planted. All planting and plant materials shall be maintained in satisfactory and acceptable condition until FINAL COMPLETION. Maintenance from the final completion to the FINAL ACCEPTANCE is the responsibility of the Owner. The Landscape Contractor shall inspect the Site periodically throughout the warranty period and notify the Owner if maintenance procedures are not satisfactory. B. Maintenance of planting shall consist of pruning, watering, cultivating, weeding, mulching, tightening and repairing of guys and stakes, resetting plants to proper grades in an upright HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-13 position, furnishing and applying sprays as are necessary to keep the planting free from insects, diseases and plant replacement. C. Planting areas and plants shall be protected at all times against damage of any kind for the duration of the maintenance period. If any plants become damaged or injured, they shall be treated or replaced as directed by the Architect at no additional cost to the Owner. The Landscape Contractor shall not be responsible for acts of vandalism during the warranty and maintenance period. D. Refertilization shall be at the rate of one (1) pound of fertilizer to 30 gallons of water per tree three (3) inch caliper and larger; all smaller trees at the rate of one-third pound of fertilizer to ten (10) gallons of water per tree; applied every three (3) weeks between May 15 and July 1 . Shrubs shall be refertilized with this same mixture at the rate of one (1) gallon per shrub and vines at the rate of one (1) pint per vine, applied every three (3) weeks between May 15 and July 1 . Fertilizer shall be an approved brand, completely water soluble and containing not less than 23 percent nitrogen, 21 percent phosphorous, and 17 percent potassium. E. All stakes, guy wires, hoses, wrapping, and other materials used to stake, guy, and wrap plantings shall be removed at the Landscape Contractor's expense at the end of the warranty period. END OF SECTION 02950 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Trees, Shrubs, & Ground Covers PE&P Project No. 2570 02950-14 SECTION 03310 - CONCRETE WORK PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. Extent of concrete work is shown on Drawings and generally includes the following: 1. Foundations and footings. 2. Slabs-on-grade. 3. Foundation walls. 4. Poly vapor barrier under crawlspace slabs. 5. Bases for light fixtures, mailboxes, etc. 6. Steel anchor bolts for wood framing 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Division 2 Section "Portland Cement Concrete Paving" for concrete paving and walks and curbs. B. Section 06100: Metal supports and anchors for wood framing. C. Section 05500: Crawl space vents and metal railings. D. Section 08305: Access doors. 1.04 SUBMITTALS: A. Product data for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, waterstops, joint systems, curing compounds, dry-shake finish materials, and others if requested by Architect. B. Shop drawings for reinforcement detailing fabricating, bending, and placing concrete reinforcement. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" showing bar schedules, stirrup spacing, bent bar diagrams, and arrangement of concrete reinforcement. Include special reinforcing required for openings through concrete structures. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-1 C. Samples of materials as requested by Architect, including names, sources, and descriptions, as follows: 1. Normal weight aggregates. 2. Waterstops. 3. Vapor retarder/barrier. 0. Laboratory test reports for concrete materials and mix design test. E. Material certificates in lieu of material laboratory test reports when permitted by Architect. Material certificates shall be signed by manufacturer and Contractor, certifying that each material item complies with or exceeds specified requirements. Provide certification from admixture manufacturers that chloride content complies with specification requirements. 1.05 QUALITY ASSURANCE: A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. American Concrete Institute (ACI) 301, "Specifications for Structural Concrete for Buildings." 2. ACI 318, "Building Code Requirements for Reinforced Concrete. " 3. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice. " B. Concrete Testing Service: Engage a testing agency acceptable to Architect to perform material evaluation tests and to design concrete mixes. Refer to allowances for testing services included in Bid Form. C. Materials and installed work may require testing and retesting at _NV5 any time during progress of Work. Retesting of rejected materials vmlor for installed Work, shall be done at Contractor's expense. "000 �Aon PART 2 - PRODUCTS 2.01 FORM MATERIALS: A. Forms for Exposed Finish Concrete: Plywood, metal, metal-framed plywood faced, or other acceptable panel-type materials to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-2 1. Use plywood complying with U.S. Product Standard PS-1 "B-3 (Concrete Form) Plywood,' Class I , Exterior Grade or better, mill-oiled and edge-sealed, with each piece bearing legible inspection trademark. B. Forms for Unexposed Finish Concrete: Plywood, lumber, metal , or another acceptable material. Provide lumber dressed on at least two edges and one side for tight fit. C. Form Release Agent: Provide commercial formulation form release agent with a maximum of 350 mg/l volatile organic compounds (VOCs) that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 2.02 REINFORCING MATERIALS: A. Reinforcing Bars: ASTM A 615, Grade 40, deformed. B. Welded Wire Fabric: ASTM A 185, welded steel wire fabric. C. Supports for Reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Use wire bar-type supports complying with CRSI specifications. 1. For slabs-on-grade, use supports with sand plates or horizontal runners where base material will not support chair legs. 2.03 CONCRETE MATERIALS: A. Portland Cement: ASTM C 150, Type I. 1. Use one brand of cement throughout Project unless otherwise acceptable to Architect. B. Normal-Weight Aggregates: ASTM C 33 and as specified. Provide aggregates from a single source for exposed concrete. 1. For exposed exterior surfaces, do not use fine or coarse aggregates that contain substances that cause spalling. 'P pAc.r C. Water: Potable. Amm D. Admixtures, General: Provide concrete admixtures that contain not (►01D more than 0.1 percent chloride ions. 412) E. Air-Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-3 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. Sika AER, Sika Corp. , or approved equal. F. Water-Reducing Admixture: ASTM C 494, Type A. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. Chemtard, ChemMasters Corp. b. Eucon WR-75, Euclid Chemical Co. c. Pozzolith Normal or Polyheed, Master Builders, Inc. d. Plastocrete 161, Sika Corp. 2.04 RELATED MATERIALS: A. Waterstops: Provide flat, dumbbell-type or centerbulb-type waterstops at construction joints and other joints as indicated. Size to suit joints. B. Vapor Retarder: Provide vapor retarder that is resistant to deterioration when tested according to ASTM E 154, as follows: 1. Polyethylene sheet not less than 6 mils thick. C. Nonslip Aggregate Finish: Provide fused aluminum oxide granules or crushed emery as the abrasive aggregate for a nonslip finish, with emery aggregate containing not less than 50 percent aluminum oxide and not less than 25 percent ferric oxide. Use material that is factory-graded, packaged, rustproof, nonglazing, and unaffected by freezing, moisture, and cleaning materials. D. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. per sq. yd. , complying with AASHTO M 182, Class 2. E. Moisture-Retaining Cover: One of the following, complying with ASTM C 171. 1. Waterproof paper. 2. Polyethylene film. 3. Polyethylene-coated burlap. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-4 F. Liquid Membrane-Forming Curing Compound: Liquid-type membrane-forming curing compound complying with ASTM C 309, Type I, Class A. Moisture loss not more than 0.55 kg/sq. meter when applied at 200 sq. ft./gal. 1. Provide material that has a maximum volatile organic compound (VOC) rating of 350 mg per liter. 2. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. A-H 3 Way Sealer, Anti-Hydro Co. , Inc. b. Clear Seal , W.R. Grace. c. Kure-N-Seal, Sonneborn-Chemrex. G. Bonding Agent: Polyvinyl acetate or acrylic base. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide one of the following: a. Euco Weld, Euclid Chemical Co. b. Weld-Crete, Larsen Products Corp. b. Acrylic or Styrene Butadiene: c. Acrylic Bondcrete, The Burke Co. d. Hornweld, A.C. Horn, Inc. e. Everbond, L&M Construction Chemicals, Inc. f. Sonocrete, Sonneborn-Chemrex. H. Epoxy Adhesive: ASTM C 881, two-component material suitable for use on dry or damp surfaces. Provide material type, grade, and class to suit Project requirements. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. Burke Epoxy M.V. , The Burke Co. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-5 b. Euco Epoxy System #452 or X6620, Euclid Chemical Co. c. Epoxtite Binder 2390, A.C. Horn, Inc. d. Sikadur 32 Hi-Mod, Sika Corp. I. Non-shrink Cementitious Grout for Anchoring Dowels into Rock: 1. Five Star Grout as manufactured by Five Star Products. J. Provide galvanized steel anchor bolts, washers and nuts as shown on the drawings. 2.06 PROPORTIONING AND DESIGNING MIXES: A. Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301. For the trial batch method, use an independent testing agency acceptable to Architect for preparing and reporting proposed mix designs. 1. Do not use the same testing agency for field quality control testing. B. Submit written reports to Architect of each proposed mix for each class of concrete at least 15 days prior to start of Work. Do not begin concrete production until proposed mix designs have been reviewed by Architect. C. Design mixes to provide normal weight concrete with the following properties as indicated on drawings and schedules: 1. 3000-psi , 28-day compressive strength; water-cement ratio, 0.58 maximum (non-air-entrained) , 0.46 maximum (air-entrained) . D. Water-Cement Ratio: Provide concrete for following conditions with maximum water-cement (W/C) ratios as follows: 1. Subjected to freezing and thawing: W/C 0.50. E. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as follows: 1. Reinforced foundation systems: Not less than 1 inch and not more than 3 inches. 2. Other concrete: Not more than 4 inches. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-6 F. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, as accepted by Architect. Laboratory test data for revised mix design and strength results must be submitted to and accepted by Architect before using in Work. 2.07 ADMIXTURES: A. Use water-reducing admixture or high-range water-reducing admixture (superplasticizer) in concrete, as required, for placement and workability. B. Use accelerating admixture in concrete slabs placed at ambient temperatures below 50 deg F (10 deg C) . C. Use air-entraining admixture in exterior exposed concrete unless otherwise indicated. Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having total air content with a tolerance of plus or minus 1-1/2 percent within the following limits: 1. Concrete structures and slabs exposed to freezing and thawing, deicer chemicals, or hydraulic pressure: a. 5.0 percent (moderate exposure) ; 6.0 percent (severe exposure) for 3/4-inch maximum aggregate. 2. Other concrete not exposed to freezing, thawing, or hydraulic pressure, or to receive a surface hardener: 2 to 4 percent air. D. Use admixtures for water reduction and set accelerating or retarding in strict compliance with manufacturer's directions. 2.08 CONCRETE MIXING: A. Ready-Mixed Concrete: Comply with requirements of ASTM C 94, and as specified. 1. When air temperature is between 85 deg F (30 deg C) and 90 deg F (32 deg C) , reduce mixing and delivery time from 1-1/2 hours to 75 minutes, and when air temperature is above 90 deg F (32 deg C) , reduce mixing and delivery time to 60 minutes. PART 3 - EXECUTION 3.01 FORMS: HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-7 A. General : Design, erect, support, brace, and maintain formwork to support vertical , lateral , static, and dynamic loads that might be applied until concrete structure can support such loads. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate alignment, location, grades, level , and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in the Work. Use selected materials to obtain required finishes. Solidly butt joints and provide backup at joints to prevent cement paste from leaking. C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like for easy removal. D. Provide temporary openings for clean-outs and inspections where interior area of formwork is inaccessible before and during concrete placement. Securely brace temporary openings and set tightly to forms to prevent losing concrete mortar. Locate temporary openings in forms at inconspicuous locations. E. Chamfer exposed corners and edges as indicated, using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. F. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses, and chases from trades providing such items. Accurately place and securely support items built into forms. G. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, or other debris just before placing concrete. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. 3.02 VAPOR RETARDER/BARRIER INSTALLATION: A. General : Place vapor retarder/barrier sheeting in position with longest dimension parallel with direction of pour. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-8 B. Lap joints 6 inches and seal with manufacturer's recommended mastic or pressure-sensitive tape. 3.03 PLACING REINFORCEMENT: A. General : Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars," for details and methods of reinforcement placement and supports and as specified. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy bond with concrete. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as approved by Architect. D. Place reinforcement to maintain minimum coverages as indicated for concrete protection. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. E. Install welded wire fabric in lengths as long as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction. 3.04 JOINTS: A. Construction Joints: Locate and install construction joints so they do not impair strength or appearance of the structure, as acceptable to Architect. B. Provide keyways at least 1-1/2 inches deep in construction joints in walls and slabs and between walls and footings. Bulkheads designed and accepted for this purpose may be used for slabs. C. Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints except as indicated otherwise. Do not continue reinforcement through sides of strip placements. D. Waterstops: Provide waterstops in construction joints as indicated. Install waterstops to form continuous diaphragm in each joint. Support and protect exposed waterstops during progress of Work. Field-fabricate joints in waterstops according to manufacturer's printed instructions. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-9 E. Isolation Joints in Slabs-on-Grade: Construct isolation joints in slabs-on-grade at points of contact between slabs-on-grade and vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. 1. Joint fillers and sealants are specified in Division 7 Section "Joint Sealants." 3.05 INSTALLING EMBEDDED ITEMS: A. General : Set and build into formwork anchorage devices and other embedded items required for other work that is attached to or supported by cast-in-place concrete. Use setting drawings, diagrams, instructions, and directions provided by suppliers of items to be attached. Set anchor bolts plumb and within 12" of locations shown on drawings, protect threads from damage during concrete placement - if protection fails restore bolts to useable conditions. B. Forms for Slabs: Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and contours in finished surfaces. Provide and secure units to support screed strips using strike-off templates or compacting-type screeds. 3.06 PREPARING FORM SURFACES: A. General: Coat contact surfaces of forms with an approved, nonresidual , low-VOC, form-coating compound before placing reinforcement. B. Do not allow excess form-coating material to accumulate in forms or come into contact with in-place concrete surfaces against which fresh concrete will be placed. Apply according to manufacturer's instructions. 3.07 CONCRETE PLACEMENT: A. Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel , and items to be embedded or cast in. Notify other trades to permit installation of their work. B. General : Comply with ACI 304, "Guide for Measuring, Mixing, Transporting, and Placing Concrete," and as specified. C. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened sufficiently to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation at its final location. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-10 D. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 1. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand-spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete complying with ACI 309. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix to segregate. E. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until completing placement of a panel or section. 1. Consolidate concrete during placement operations so that concrete is thoroughly worked around reinforcement, other embedded items and into corners. 2. Bring slab surfaces to correct level with a straightedge and strike off. Use bull floats or darbies to smooth surface free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. 3. Maintain reinforcing in proper position on chairs during concrete placement. F. Cold-Weather Placement: Comply with provisions of ACI 306 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. G. When air temperature has fallen to or is expected to fall below 40 deg F (4 deg C) , uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F (10 deg C) and not more than 80 deg F (27 deg C) at point of placement. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-11 1. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 2. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise accepted in mix designs. H. Hot-Weather Placement: When hot weather conditions exist that would impair quality and strength of concrete, place concrete complying with ACI 305 and as specified. 1. Cool ingredients before mixing to maintain concrete temperature at time of placement to below 90 deg F (32 deg C) . Mixing water may be chilled or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcing steel with water-soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedding in concrete. 3. Fog spray forms, reinforcing steel, and subgrade just before placing concrete. Keep subgrade moisture uniform without puddles or dry areas. 4. Use water-reducing retarding admixture when required by high temperatures, low humidity, or other adverse placing conditions, as acceptable to Architect. 3.08 FINISHING FORMED SURFACES: A. Rough-Formed Finish: Provide a rough-formed finish on formed concrete surfaces not exposed to view in the finished Work or concealed by other construction. This is the concrete surface having texture imparted by form-facing material used, with tie holes and defective areas repaired and patched, and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. B. Smooth-Formed Finish: Provide a smooth-formed finish on formed concrete surfaces exposed to view or to be covered with a coating material applied directly to concrete, or a covering material applied directly to concrete, such as waterproofing, dampproofing, veneer plaster, painting, or another similar system. This is an as-cast concrete surface obtained with selected form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch defective areas with fins and other projections completely removed and smoothed. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-12 C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike-off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. 3.09 MONOLITHIC SLAB FINISHES: A. Screed Finish: Apply screed finish to crawl space slab surfaces. B. Nonslip Broom Finish: Apply a nonslip broom finish to exterior concrete platforms, steps, and ramps, and elsewhere as indicated. 1. Immediately after float finishing, slightly roughen concrete surface by brooming with fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application. C. Nonslip Aggregate Finish: Apply nonslip aggregate finish to concrete stair treads, platforms, ramps, sloped walks, and where indicated. 1. After completing float finishing and before starting trowel finish, uniformly spread 25 lb of dampened nonslip aggregate per 100 sq. ft. of surface. Tamp aggregate flush with surface using a steel trowel , but do not force below surface. After broadcasting and tamping, apply trowel finishing as specified. 2. After curing, lightly work surface with a steel wire brush or an abrasive stone, and water to expose nonslip aggregate. 3.10 CONCRETE CURING AND PROTECTION: A. General : Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather protect concrete from rapid moisture loss before and during finishing operations with an evaporation-control material . Apply according to manufacturer's instructions after screeding and bull floating, but before power floating and troweling. B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 7 days. C. Curing Methods: Cure concrete by curing compound, by moist curing, by moisture-retaining cover curing, or by combining these methods, as specified. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-13 D. Provide moisture curing by the following methods: 1. Keep concrete surface continuously wet by covering with water. 2. Use continuous water-fog spray. 3. Cover concrete surface with specified absorptive cover, thoroughly saturate cover with water, and keep continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with a 4-inch lap over adjacent absorptive covers. E. Curing Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces, by moist curing with forms in place for the full curing period or until forms are removed. If forms are removed, continue curing by methods specified above, as applicable. F. Curing Unformed Surfaces: Cure unformed surfaces, including slabs, floor topping, and other flat surfaces, by applying the appropriate curing method. 1. Final cure concrete surfaces to receive finish flooring with a moisture-retaining cover, unless otherwise directed. 3.11 REMOVING FORMS: A. General : Formwork not supporting weight of concrete, such as sides of walls and similar parts of the work, may be removed after cumulatively curing at not less than 50 deg F (10 deg C) for 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form-removal operations, and provided curing and protection operations are maintained. 3.12 REUSING FORMS: A. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use patched forms for exposed concrete surfaces except as acceptable to Architect. 3.13 CONCRETE SURFACE REPAIRS: A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removing forms, when acceptable to Architect. B. Mix dry-pack mortar, consisting of one part portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-14 1. Cut out honeycombs, rock pockets, voids over 1/4 inch in any dimension, and holes left by tie rods and bolts down to solid concrete but in no case to a depth less than 1 inch. Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water, and brush-coat the area to be patched with bonding agent. Place patching mortar before bonding agent has dried. 2. For surfaces exposed to view, blend white portland cement and standard portland cement so that, when dry, patching mortar will match surrounding color. Provide test areas at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike-off slightly higher than surrounding surface. C. Repairing Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Architect. Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. Flush out form tie holes and fill with dry-pack mortar or precast cement cone plugs secured in place with bonding agent. 1. Repair concealed formed surfaces, where possible, containing defects that affect the concrete's durability. If defects cannot be repaired, remove and replace the concrete. D. Repairing Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface tolerances specified for each surface and finish. Correct low and high areas as specified. Test unformed surfaces sloped to drain for trueness of slope and smoothness by using a template having the required slope. 1. Repair finished unformed surfaces containing defects that affect the concrete's durability. Surface defects include crazing and cracks in excess of 0.01 inch wide or that penetrate to the reinforcement or completely through nonreinforced sections regardless of width, spalling, popouts, honeycombs, rock pockets, and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. Proprietary underlayment compounds may be used when acceptable to Architect. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-15 4. Repair defective areas, except random cracks and single holes not exceeding 1 inch in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose reinforcing steel with at least 3/4-inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. E. Repair isolated random cracks and single holes 1 inch or less in diameter by dry-pack method. Groove top of cracks and cut out holes to sound concrete and clean of dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding compound. Place dry-pack before bonding agent has dried. Compact dry-pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. F. Perform structural repairs with prior approval of Architect for method and procedure, using specified epoxy adhesive and mortar. G. Repair methods not specified above may be used, subject to acceptance of Architect. 3.14 QUALITY CONTROL TESTING DURING CONSTRUCTION: A. General: The Town employ a testing agency to perform tests and to submit test reports. B. Sampling and testing for quality control during concrete placement may include the following, as directed by Architect. 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. a. Slump: ASTM C 143; one test at point of discharge from each truck load of concrete; additional tests when concrete consistency seems to have changed. b. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231, pressure method for normal weight concrete; one for each truck load of air-entrained concrete. c. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F (4 deg C) and below, when SO deg F (27 deg C) and above, and one test for each set of compressive-strength specimens. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-16 d. Compression Test Specimen: ASTM C 31; one set of four standard cylinders for each compressive-strength test, unless otherwise directed. Mold and store cylinders for laboratory-cured test specimens except when field-cured test specimens are required. e. Compressive-Strength Tests: ASTM C 39; one set for each day's pour exceeding 5 cu. yd. plus additional sets for each 50 cu. yd. more than the first 25 cu. yd. of each concrete class placed in any one day; one specimen tested at 7 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. 2. When frequency of testing will provide fewer than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. 3. When total quantity of a given class of concrete is less than 50 cu. yd. , Architect may waive strength testing if adequate evidence of satisfactory strength is provided. 4. When strength of field-cured cylinders is less than 85 percent of companion laboratory-cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in-place concrete. 5. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi . C. Test results will be reported in writing to Architect, ready-mix producer, and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-day tests and 28-day tests. D. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. E. Additional Tests: The testing agency will make additional tests of in-place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Architect. Testing agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. END OF SECTION 03310 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Concrete Work PE&P Project No. 2570 03310-17 SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to work of this Section. 1.02 WORK SUMMARY: A. Work of this Section to be provided by the Contrctor for General Construction includes, but is not necessarily limited to the following: 1. Spiral stairs and rails. 2. Meter room doors. 3. Exterior aluminum clad fascia panels. 4. A.C. sleeves. 5. Interior metal railings at wood stairs. 6. Exterior metal railings at porches. 7. Exterior metal railings at exterior stairs and ramps B. Work of this Section to be provided by the Sitework Contractor includes but is not limited to the following: 1. Cast iron foundation vents (crawl space vents) . 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Metal supports and anchors for wood framing. B. Section 08305: Metal access doors. C. Section 10200: Metal louvers. D. Section 10800: Metal bath accessories. E. Section 10550: Metal postal specialties. F. Section 10916: Vinyl coated metal closet specialties. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Metal Fabrications PE&P Project No. 2570 05500-1 1.04 QUALITY ASSURANCE: A. Codes and Standards: Comply with the provisions of the following codes, standards and specifications, except as otherwise shown and specified: 1. AWS "Structural Welding Code". B. Qualification for Welding Work: Quality welding processes and welding operators in accordance with AWS "Standard Qualification Procedure". 1.05 SUBMITTALS: A. Manufacturer's Data: Submit copies of manufacturer's specifications, load tables (where applicable), dimension diagrams, anchor details and installation instructions for products to be used in miscellaneous metal work, including paint products. B. Shop Drawings: Submit shop drawings for the fabrication and erection of all assemblies of miscellaneous metal work, which are not completely shown by the manufacturer's data sheets. Include plans, elevations, and details of sections and connections. Show anchorage and accessory items. Include setting drawings and templates for location and installation of miscellaneous metal items and anchorage devices. C. Samples: Submit 2 sets of representative samples of materials and finished products as may be requested by the Architect. 1.06 MEASUREMENTS: A. Take all necessary measurements at the building to assure proper fitting and fabrication of all work. All variations of adjacent construction shall be taken into account and properly provided for. All work under this Section shall be closely coordinated with that of other trades whose work affects or is affected by the work included herein to assure complete assemblies and installation with clear separation and understanding of contract responsibilities. Coordinate locations of all required embedded items. 1.07 PRODUCT HANDLING: A. Use all means necessary to protect miscellaneous metal materials before, during and after installation and to protect the installed work and materials of other trades. In the event of damage, immediately make all repairs and replacement necessary to the approval of the Architect and at no additional cost to the Owner. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Metal Fabrications PE&P Project No. 2570 05500-2 PART 2 - PRODUCTS 2.01 FABRICATION MATERIALS: A. Materials for fabricated items of this Section shall be new and free from defects impairing strength, durability, or appearance, and of best commercial quality for purposes specified. Metals shall be made with structural properties to withstand safely the strains and stresses to which they will be normally subjected. Stock materials, patterns, products or fabricated items of manufacturers meeting the requirements of the Drawings and as herein specified will be acceptable if approved by the Architect. 1. Steel Plates, Shapes, Bars: ASTM A 36. 2. Anchors, Bolts and Fasteners: ASTM A 307. 3. Cold Rolled Steel Sheets: ASTM A 366. 4. Steel Tubing: Cold formed, ASTM A-500, Grade A. 5. Gray Iron Castings: ASTM A-48, Class 30. 6. Aluminum: a. Aluminum Sheet: Alloy 5052-H32, suitable for painted finish. 7. Steel Pipe: ASTM A-53, galvanized finish for exterior installations. 8. Shop Paint: FS TT-P-86, Type II; or, SSPC-Paint 14. Apply to cleaned and degreased steel surfaces at rate to provide a 2.0 mil dry film thickness. 9. Galvanizing: ASTM A 386 for assembled products; A 153 for iron and steel hardware. 10. Welding Electrodes and Filler Metal : Type and alloy to match metal to be welded. 11. Fasteners: Type and alloy to match metal to be fastened; use spanner head screws for exposed fasteners if not otherwise shown. 12. Anchors and Inserts: Furnish as required for installation in other work. Use cadmium or galvanized. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Metal Fabrications PE&P Project No. 2570 05500-3 PART 3 - EXECUTION 3.01 SURFACE CONDITIONS: A. Prior to work of this Section, carefully inspect the installed work of other trades and verify that such work is complete to the point where this installation may properly commence. In the event of discrepancy do not proceed with installation until such discrepancies have been fully resolved. 3.02 FABRICATION, ERECTION AND INSTALLATION: A. All work shall be manufactured in ample time so as not to delay the progress of the work and shall be delivered at the building at such time as required for proper coordination. Fabrication and erection shall be in a thorough and workmanlike manner. B. Forming shall be true to detail, clean, straight, with sharply defined profiles. Metals shall have smooth finished surfaces excepting where otherwise particularly specified. C. All joints shall be of such character, and so assembled, that they will be as strong and rigid as adjoining sections. Joints required to be welded shall be continuously welded or spot welded as specified and face of welds dressed flush and smooth. D. Exposed joints shall be close fitting and jointing made where least conspicuous. Joints exposed to weather shall be formed to exclude water. E. Weights of connections and accessories shall be adequate to safely sustain and withstand stresses and strains to which they will be normally subjected. F. Metal work shall be properly countersunk to receive the required hardware and provided with proper bevels or clearance. Plates for mounting hardware shall be welded in place. G. All work shall be fabricated to allow for expansion and contraction of materials. H. Unless otherwise shown, bolt and screw heads shall be flat and countersunk in exposed faces of the work of a finish character. I. All bolts, screws, etc. , where exposed, shall be cut off flush with nuts or other adjacent metal . J. Except as otherwise shown, specified or approved, all shop assembled connections shall be welded or bolted, and bolts or machine screws may be used for field connections. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Metal Fabrications PE&P Project No. 2570 05500-4 K. Furnish and set all supporting members, fastenings, brackets, angles, and the like required to set and connect the work rigidly and properly to other construction. L. After erection, this Contractor shall fill all finish joints, screw heads, etc. , with an approved mineral filler, making all surfaces smooth and uniform and ready for finishing coats of paints. M. All work shall be installed so as not to impair the structural or moisture-resistive integrity of other work. 3.03 CUTTING, FITTING AND DRILLING: A. Cut, fit and drill as may be necessary in connection with the work herein specified, so that it may be be properly set in place and so as to permit engaging work to be properly installed. B. Furnish screws, bolts and other fastening devices necessary for attachment of engaging materials to the work herein specified. Screws and bolts shall be standard, and proper washers shall be provided where necessary. 3.04 SPIRAL STAIRS: A. General : Spiral stair and rail design shall comply with all applicable Building Codes and Standards including, but not limited to, Sections 734.3 and 713.1(b) of the New York State Code. B. Acceptable Manufacturers: 1. Mylen 2. Stairways, Inc. 3. The Iron Shop. C. Components, Parts: 1. Railings: 1-5/16" o.d. , 3/4" round steel balusters at 6" o.c. 2. Treads: Bent steel plate predrilled to receive 3/4" plywood suitable for carpet covering; plywood by spiral stair manufacturer, treads shall be designed to provide a minimum clear dimension of 32 inches. 3. Center Column: 3-1/2" round steel pipe with base plates for attachment at bottom and mounting plates for attachment at top. 4. Landing: Steel angle frame predrilled to receive 3/4" plywood suitable for carpet covering; plywood by spiral stair manufacturer. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Metal Fabrications PE&P Project No. 2570 05500-5 5. Well and Landing Railing: Top rail 1-5/1.6" o.d. ; bottom rail 1" x 1/2" x 1/8" channel ; balusters 3/4" round steel at 6" o.c. maximum and 1-5/16" o.d. square terminal post. C. All steel shop primed to receive field painting. 3.05 FOUNDATION VENTS: A. Type OV detachable vents as manufactured by McKinley Iron Works, Inc. , or approve equal . B. Grille detachable from vent box. C. Furnish with galvanized metal insect screen fastened with drive screws. 3.06 METER ROOM DOORS: A. Furnish Meter Room doors constructed of galvanized steel tubular frame assembly and steel tubular vinyl coated framed doors with diagonal tubular bracing and vinyl lattice rectangular pattern covering. See detail . B. Door size as shown on Drawings. 3.07 ALUMINUM FASCIA PANELS: A. Furnish prefinished aluminum fascia panels constructed of a face material of embossed aluminum sheet of alloy designed to receive a smooth painted white Kynar finish. A4tw0mum sheet 26 gemye mutnited 4(w belqd4 e FAQ'A 159AU, Se' ADD p►LC F+N%CAe0 CSN• S-rouF. M A1rl+hoal• of: .o�9 TM��w,►tss. -�•�, B. Thickness of panels as shown on Drawings. 3.08 A.C. SLEEVES: A. General Electric Model No. RAB 38, complete with wall case, outdoor rear grille, steel closure panel and double layer of insulation. 3.09 EXTERIOR METAL RAILINGS: A. Furnish all tubular steel railings at porches where indicated on Drawings. B. Railings shall be constructed of top and bottom rails of galvanized steel channels and balustrades of 3/4" round galvanized steel tubes, all welded assembly. Welds dressed smooth. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Metal Fabrications PE&P Project No. 2570 05500-6 ood rai "fur isle un er S i �st xter Ano #Z rc ite tur Woo or Cor nate lati n th is tract r D. All metal of railing assemblies, including angle bracket supports, galvanized and treated to receive field painted finish. END OF SECTION 05500 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Metal Fabrications PE&P Project No. 2570 05500-7 SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL 1 .01 RELATED DOCUMENTS A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. This Section includes the following: 1 . Framing with dimension lumber. 2. Framing with engineered wood products. 3. Wood grounds, nailers, and blocking. 4. Wood furring. 5. Sheathing. 6. Air infiltration barrier. 7. Subflooring. 8. Underlayment. B. Related Sections: The following Sections contain requirements that relate to this Section: 1 . Division 6 Section "Wood Trusses. " 2. Division 6 Section "Exterior Architectural Woodwork" for exterior woodwork specially fabricated for this Project. 3. Division 6 Section "Interior Architectural Woodwork" for interior woodwork specially fabricated for this Project. 1 .03 DEFINITIONS: A. Rough carpentry includes carpentry work not specified as part of other Sections and generally not exposed, unless otherwise specified. 1 .04 SUBMITTALS: A. Product data for the following products: HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-1 1 . Engineered wood products. 2. Underlayment. 3. Air infiltration barrier. 4. Metal framing anchors. B. Material certificates for dimensional lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use as well as design values approved by the Board of Review of American Lumber Standards Committee. C. Wood treatment data as follows including chemical treatment manufacturer' s instructions for handling, storing, installation, and finishing of treated material : 1 . For each type of preservative treated wood product include certification by treating plant stating type of preservative solution and pressure process used, net amount of preservative retained, and compliance with applicable standards. 2. For water-borne treated products include statement that moisture content of treated materials was reduced to levels indicated prior to shipment to project site. 3. Material test reports from qualified independent testing laboratory indicating and interpreting test results relative to compliance of fire-retardant-treated wood products with requirements indicated. 4. Warranty of chemical treatment manufacturer for each type of treatment. D. Research reports or evaluation reports of the model code organization acceptable to authorities having jurisdiction evidencing compliance of the following wood products with specified requirements and building code in effect for Project. 1 . Engineered wood products. 2. Air infiltration barriers. 3. Metal framing anchors. 4. Power driven fasteners. 5. Fire-retardant-treated wood. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-2 1 .05 QUALITY ASSURANCE: A. Single-Source Responsibility for Engineered Wood Products: Obtain each type of engineered wood products from one source from a single manufacturer. B. Single-Source Responsibility for Fire Retardant Treated ,Wood: Obtain each type of fire-retardant-treated wood products from one source for both treatment and fire-retardant formulation. 1 .06 DELIVERY, STORAGE, AND HANDLING: A. Delivery and Storage: Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels; provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar materials. 1 . For lumber and plywood pressure treated with waterborne chemicals, place spacers between each bundle to provide air circulation. PART 2 - PRODUCTS 2.01 LUMBER, GENERAL: A. Lumber Standards: Furnish lumber manufactured to comply with PS 20 "American Softwood Lumber Standard" and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee's (ALSC) Board of Review. B. Inspection Agencies: Inspection agencies and the abbreviations used to reference them with lumber grades and species include the following: 1 . SPIB - Southern Pine Inspection Bureau. 2. WCLIB - West Coast Lumber Inspection Bureau. 3. WWPA - Western Wood Products Association. C. Grade Stamps: Provide lumber with each piece factory-marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill . 1 . For exposed lumber furnish pieces with grade stamps applied to ends or back of each piece; or omit grade stamps entirely and provide certificates of grade compliance issued by inspection agency. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-3 D. Nominal sizes are indicated, except as shown by detail dimensions. Provide actual sizes as required by PS 20, for moisture content specified for each use. 1 . Provide dressed lumber, S4S, unless otherwise indicated. 2. Provide seasoned lumber with 19 percent maximum moisture content at time of dressing and shipment for sizes 2 inches or less in nominal thickness, unless otherwise indicated. 2.02 DIMENSION LUMBER: A. For structural vertical framing (2 to 4 inches thick, 2 to 4 inches wide) , provide the following grade and species: 1 . Hem Fir No. 2 or better. B. For structural horizontal framing (2 to 4 inches thick, 5 inches and wider) , provide the following grade and species: 1 . Southern Yellow Pine #2 Grade, 1400 psi minimum bending stress. 2.03 MISCELLANEOUS LUMBER: A. General : Provide lumber for support or attachment of other construction including rooftop equipment curbs and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. B. Fabricate miscellaneous lumber from dimension lumber of sizes indicated and into shapes shown. C. Moisture content: 19 percent maximum for lumber items not specified to receive wood preservative treatment. D. Grade: "Standard" grade light-framing-size lumber of any species or board-size lumber as required. "No. 3 Common" or "Standard" grade boards per WCLIB or WWPA rules or "No. 2 Boards" per SPIB rules. 2.04 ENGINEERED WOOD PRODUCTS: A. General : Provide engineered wood products for which current model code evaluation/research reports exist that are acceptable to authorities having jurisdiction and that evidence compliance for the application indicated with specified requirements and the building code in effect for this Project. B. Laminated Veneer Lumber: Lumber manufactured by laminating wood veneers in a continuous press using an exterior-type adhesives HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-4 complying with ASTM D 2559 to produce members with grain of veneers parallel with their lengths and complying with the following requirements: 1 . Veneer Characteristics: Douglas fir or southern pine veneers of varying thickness by widths and lengths standard with manufacturer, end-jointed with a lap-joint, butt joint, or scarf joint. 2. Allowable Design Stresses: As follows, determined from empirical data or by rational engineering analysis, and demonstrated by comprehensive testing performed by a qualified independent testing laboratory: a. Extreme Fiber Stress in Bending (Fb) : 2500 psi (for 12-inch deep members) . b. Modulus of Elasticity (E) : 2,000,000 psi . c. Tension parallel to Grain (Ft) : 1850 psi . d. Compression Parallel to Grain (Fc) : 2800 psi . e. Compression Perpendicular to Grain: 400 psi and 500 psi perpendicular and parallel to glue line. f. Horizontal Shear (Fv) : 285 psi and 190 psi perpendicular and parallel to glue line. 3. Sizes: As indicated. C. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: 1 . Laminated Veneer Lumber: a. "Micro=Lam L.V.L Headers and Beams, " Trus Joist Corporation. b. "Para-Lam PSL Posts", Trus Joist Corporation. 2.05 CONSTRUCTION PANELS, GENERAL: A. Construction Panel Standards: Comply with PS 1 "U.S. Product Standard for Construction and Industrial Plywood" for plywood construction panels and, for products not manufactured under PS 1 provisions, with APA PRP-108. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-5 B. Trademark: Furnish construction panels that are each factory-marked with APA trademark evidencing compliance with grade requirements. 2.06 CONCEALED PERFORMANCE-RATED CONSTRUCTION PANELS: A. General : Where construction panels are indicated for the following concealed types of applications, provide APA Performance-Rated Panels complying with requirements designated under each application for grade designation, span rating, exposure durability classification, edge detail (where applicable), and thickness. B. Subflooring: APA RATED SHEATHING. 1. Exposure Durability Classification: EXTERIOR. 2. Span Rating: As required to suit joist spacing indicated, 3/4" tongue and grooved. C. Wall Sheathing: APA RATED SHEATHING. 1. Exposure Durability Classification: EXTERIOR. 2. Span Rating: 12/0, 16/0, 20/0 or Wall-16 oc for stud spacing of 16 inches or less. D. Roof Sheathing: APA RATED SHEATHING. 1. Exposure Durability Classification: EXTERIOR. a. Span Rating: 32/16 or better, 1/2" thick. 2.07 CONSTRUCTION PANELS FOR BACKING: A. Plywood Backing Panels: For mounting electrical or telephone equipment, provide fire-retardant-treated plywood panels with grade designation, APA C-D PLUGGED EXPOSURE 1, in thickness indicated, or, if not otherwise indicated, not less than 15/32 inch. 2.08 CONSTRUCTION PANELS FOR UNDERLAYMENT: A. Plywood Underlayment for Resilient Flooring: APA trademark plywood rated as suitable underlayment for resilient floor coverings is acceptalbe. It should have an Exterior or Exposure 1 exposure durability classification and a fully sanded face. APA plywood underlayment grades recommended for areas to be covered with resilient nontextile flooring are Underlayment, Underlayment A-C or B-C or C-C Plugged or C-C Plugged EXT when marked "sanded face. " Also, Marine EXT or sanded plywood grades (A-C, B-C, A-D or B-D marked "Plugged Crossbands Under Face" , Plugged Crossbands (or Core)" , Plugged Inner Plies or "Meets Underlayment Requirements." HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-6 2.09 AIR INFILTRATION BARRIER: A. Polyethylene sheet, 0.0061 inch thick, formed by spinning continuous strands of fine high density polyethylene interconnected fibers and bonding them together by heat and pressure; with a moisture vapor transmission rate of 400 grams/sq. meter/24 hrs. per ASTM E 96, procedure B; flame spread and smoke developed ratings of 5 and 10 per ASTM E 84. B. Available Products: Subject to compliance with requirements, air infiltration barriers that may be incorporated in the Work include, but are not limited to, the following: 1. "Tyvek Housewrap," Fibers Department, Du Pont Company. 2.10 FASTENERS: A. General : Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot-dip zinc coating per ASTM A 153 or of AISI Type 304 stainless steel. B. Nails, Wire, Brads, and Staples: FS FF-N-105. C. Power Driven Fasteners: National Evaluation Report NER-272. D. Wood Screws: ANSI 818.6.1. E. Lag Bolts: ANSI 818.2.1. F. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and where indicated, flat washers. 2.11 METAL FRAMING ANCHORS: A. General : Provide metal framing anchors of type, size, metal, and finish indicated that comply with requirements specified including the following: 1. Current Evaluation/Research Reports: Provide products for which model code evaluation/research reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with the building code in effect for this Project. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-7 2. Allowable Design Loads: Provide products for which manufacturer publishes allowable design loads that are determined from empirical data or by rational engineering analysis and that are demonstrated by comprehensive testing performed by a qualified independent testing laboratory. B. Galvanized Steel Sheet: Steel sheet zinc-coated by hot-dip process on continuous lines prior to fabrication to comply with ASTM A 525 for Coating Designation G60 and with ASTM A 446, Grade A (structural quality) ; ASTM A 526 (commercial quality) ; or ASTM A 527 (lock-forming quality) ; as standard with manufacturer for type of anchor indicated. 1 . Use galvanized steel framing anchors for rough carpentry exposed to weather, in ground contact, or in area of high relative humidity, and where indicated. 2. 12 MISCELLANEOUS MATERIALS: A. Sill Sealer Gaskets: Glass fiber resilient insulation fabricated in strip form for use as a sill sealer; 1 inch nominal thickness compressible to 1/32 inch; selected from manufacturer's standard widths to suit width of sill members indicated; in rolls of 50 feet or 100 feet in length. 2. 13 PRESERVATIVE WOOD TREATMENT BY PRESSURE PROCESS: A. General : Where lumber or plywood is indicated as treated or preservative-treated wood or is specified herein to be treated, comply with applicable requirements of AWPA Standards C2 (Lumber) and C9 (Plywood) . Mark each treated item with the AWPB or SPIB Quality Mark Requirements. B. Pressure-treat above-ground items with water-borne preservatives to a minimum retention of 0.25 pcf. For interior uses, after treatment, kiln-dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent. Treat indicated items and the following: 1 . Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing and vapor barriers. 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with concrete. 3. Wood framing members less than 18 inches above grade. 4. Wood floor plates installed over concrete slabs directly in contact with earth. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-8 C. Pressure-treat wood members in contact with the ground or fresh water with water-borne preservatives to a minimum retention of 0.40 pcf. D. Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces to comply with AWPA M4. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. PART 3 - EXECUTION 3.01 INSTALLATION, GENERAL: A. Discard units of material with defects that impair quality of rough carpentry construction and that are too small to use in fabricating rough carpentry with minimum joints or optimum joint arrangement. B. Set rough carpentry to required levels and lines, with members plumb and true to line and cut and fitted. C. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. D. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. E. Countersink nail heads on exposed carpentry work and fill holes. F. Use common wire nails, unless otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. 3 .02 WOOD GROUNDS, NAILERS AND BLOCKING: A. Install wood grounds, nailers and blocking where shown and where required for screeding or attachment of other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. B. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-9 3 .03 WOOD FURRING: A. Install plumb and level with closure strips at edges and openings. Shim with wood as required for tolerance of finished work. 1 . Firestop furred spaces on walls at each floor level and at ceiling line of top story, with wood blocking of noncombustible materials, accurately fitted to close furred spaces. B. Furring to Receive Gypsum Drywall : Install 1-inch by 2-inch furring at 16 inches o.c. , vertically. 3 .04 WOOD FRAMING, GENERAL: A. Framing Standard: Comply with N.F.P.A. "Manual for Wood Frame Construction, " unless otherwise indicated. B. Framing with Engineered Wood Products: Install framing composed of engineered wood products to comply with manufacturer's directions. C. Install framing members of size and spacing indicated. D. Anchor and nail as shown, and to comply with the following: 1 . National Evaluation Report No. NER-272 for pneumatic or mechanical driven staples, P-Nails, and allied fasteners. 2. Published requirements of manufacturer of metal framing anchors. 3. "Recommended Nailing Schedule" of referenced framing standard and with N.F.P.A. "National Design Specifications for Wood Construction. " E. Do not splice structural members between supports. F. Firestop concealed spaces in accordance with applicable codes. Where firestops are not automatically provided by the framing system used, use closely fitted wood blocks of nominal 2-inch-thick lumber of the same width as framing members. 3.05 STUD FRAMING: A. General : Arrange studs so that wide face of stud is perpendicular to direction of wall or partition and narrow face is parallel . Install single bottom plate and double top plates using 2-inch-thick members whose widths equal that of studs; except single top plate may be used for non-load-bearing partitions. Nail or anchor plates to supporting construction. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-10 1 . For exterior walls install 2-inch by 4-inch wood studs spaced 16 inches o.c. 2. For interior partitions and walls install 2-inch by 4-inch wood studs spaced 16 inches o.c. B. Construct corners and intersections with not less than 3 studs. Install miscellaneous blocking and framing as shown and as required for support of facing materials, fixtures, specialty items, and trim. 1 . Install continuous horizontal blocking row at mid-height of single-story partitions over 8 feet high and at midpoint of multi -story partitions, using 2-inch thick members of same width as wall or partitions. C. Frame openings with multiple studs and headers . Install nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. 1 . For nonbearing partitions, install double-jamb studs and headers not less than 4 inches deep for openings 3 feet and less in width, and not less than 6 inches deep for wider openings. 2. For load-bearing partitions, install double-jamb studs for openings 6 feet and less in width, and triple-jamb studs for wider openings. Install headers of depth shown, or if not shown, as recommended by N.F.P.A. "Manual for House Framing. " 3.06 FLOOR JOIST FRAMING: A. General : Install floor joists with crown edge up and support ends of each member with not less than 1-1/2 inches of bearing on wood or metal , or 3 inches on masonry. Attach floor joists as follows: 1 . To wood bearing members by toe nailing or metal framing anchors. 2. To wood supporting members with wood ledgers as shown, or if not shown, with metal joist hangers. B. Frame openings with headers and trimmers supported by metal joist hangers; double headers and trimmers where span of header exceeds 4 feet. C. Do not notch in middle third of joists; limit notches to 1/6-depth of joist, 1/3 at ends. Do not bore holes larger than 1/3-depth of joist or locate closer than 2 inches from top or bottom. Install solid blocking (2 inches thick by depth of joist) at ends of joists unless nailed to header or bearing member. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-11 D. Lap members framing from opposite sides of beams, girders or partitions not less than 4 inches or securely tie opposing members together. Install solid blocking (2 inches thick by depth of joist) over supports. E. Under jamb studs at openings, install solid blocking between joist. F. Under non-load-bearing partitions, install double joists separated by solid blocking equal to depth of studs above. G. Install bridging of type indicated below between joists where nominal depth-to-thickness ratio exceeds 6, at intervals of 8 feet. 1. Steel bridging installed to comply with bridging manufacturer's directions. 3.07 RAFTER AND CEILING JOIST FRAMING: A. Ceiling Joists: Install ceiling joists with crown up and to comply with requirements specified above for floor joists. Face nail to ends of parallel rafters. 1 . Where principal ceiling joists are at right angles to rafters, frame as indicated with additional short joists from wall plate to first joist; nail to ends of rafters and to top plate and nail to long joists or anchor with framing anchors or metal straps. Install 1 by 8 or 2 by 4 stringers spaced 4 feet o.c. crosswise over principal ceiling joists. B. Rafters: Notch to fit exterior wall plates and toe nail or use special metal framing anchors. Double rafters to form headers and trimmers at openings in roof framing (if any) , and support with metal hangers. Where rafters abut at ridge, place directly opposite each other and nail to ridge member or use metal ridge hangers. I . At valleys, install valley rafter of size shown, or if not shown, twice the thickness of regular rafters and 2 inches deeper. Bevel ends of jack rafters for full bearing against valley rafter. 2. At hips, install hip rafters of size shown, or if not shown, of same thickness as regular rafters and 2 inches deeper. Bevel ends of jack rafters for full bearing against hip rafters. C. Install special framing as shown for eaves and overhangs and similar conditions, if any. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-12 3.08 BOARD SHEATHING AND SUBFLOORING: A. Install boards with end joints staggered over supports, and with each piece extending over at least 2 spaces between supports. Nail with 8d common nails, spaced 2 per support for board widths of 6 inches and less, 3 per support for widths of 8 inches and more. 1 . Apply wall sheathing at 45 degree angle with supports. 2. Apply subflooring at 45 degree angle with supports. 3.09 STAIR FRAMING: A. Install stair framing members of size, space, and configuration indicated or, if not otherwise indicated, to comply with the following requirements: 1 . Stringer Size: 2 inches by 12 inches minimum. 2. Notching: Notch stringers to receive treads, risers and supports; leave at least 3-1/2 inches of effective depth. 3. Stringer Spacing: Not less than 3 stringers for each 3' -0" clear width of stair. B. Fabricate stair framing not to exceed the following variations between treads and risers within each flight of stairs: 1 . Adjacent Treads and Risers: 3/16 inch. 2. Between Largest and Smallest Treads and Risers: 3/8 inch. 3. 10 INSTALLATION OF CONSTRUCTION PANELS: A. General : Comply with applicable recommendations contained in Form No. E30, "APA Design/Construction Guide - Residential & Commercial , " for types of construction panels and applications indicated. B. Fastening Methods: Fasten panels as indicated below: 1 . Subflooring: Nail to framing. 2. Sheathing: Nail to framing. 3. Underlayment: Nail to subflooring. a. Fill and sand edge joints of underlayment receiving resilient flooring. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-13 4. Plywood Backing Panels: Nail to supports. 3. 11 AIR INFILTRATION BARRIER: A. Cover sheathing with air infiltration barrier to comply with manufacturer's printed directions. END OF SECTION 06100 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Rough Carpentry PE&P Project No. 2570 06100-14 SECTION 06190 - WOOD TRUSSES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY A. Extent and configuration of prefabricated wood trusses is indicated on Drawings. B. Types of prefabricated wood trusses include: 1. Metal plate connected wood roof trusses. 2. Open-webbed metal plate connected parallel chord wood floor trusses. 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Section 06100 - Rough Carpentry B. Section 07200 - Building Insulation 1.04 QUALITY ASSURANCE A. Acceptable Manufacturers: Regularly engaged in design, fabrication and erection of Metal Plate Connected Wood Truss Plate Institute, TPI. B. Reference Standard: The term "TPI Specifications" as used shall refer to "Design Specification for Metal Plate Connected Parallel Chord Wood Trusses. PCT-80": and "Design Specification for Metal Plate Connected Wood Trusses, TPI-85": and all supplements and other applicable publications, as adopted by the Truss Plate Institute, TPI. C. Truss Design: 1. Truss design shall be performed by the manufacturer of his representative in accordance with the "TPI Specifications". HOMMOCKS PARK APARTMENTS Wood Trusses Mamaroneck, New York 06190 - 1 PE&P No. 2570 2. Prefabricated wood trusses shall be designea and detailed to fit the dimensions and loads indicated on the architectural/engineering drawings. 3. Design on trusses shall conform with the provisions prescribed by the "Official Compilation of Codes, Rules and Regulations of the State of New York." 4. Lumber design values and design procedures shall be in accordance with the National Design Specification for Wood Construction" latest edition, by the "National forest Products Association, NFPV . D. Construction Inspections shall be performed by an Engineer representing the Owner or the Architect. E. The Structural Engineer shall be notified of the time and location of truss fabrication one week in advance so that he, or his representative, may visit the shop to review fabrication procedures. 1.05 SUBMITTALS A. Design calculations: Submit design calculations in accordance with the "TPI Specifications" for each Truss type, including the following information: 1. Detail of each truss showing open, spacing and hearing width. 2. Design live and dead loads for the top and bottom chords. 3. Lumber size, species and grade for each member. 4. Plate type, gage and size; basic plate design value; and the dimensioned location of each plate. 5. End bearing reaction forces and member forces. 6. Adjustment to lumber and plate design values for conditioning of use. Calculations shall bear the seal of a professional engineer registered in the New York. B. Shop Drawings: Submit shop drawings showing erection plans, mark, number, type, location, method of attachments and anchorage at ends. HOMMOCKS PARK APARTMENTS Wood Trusses Mamaroneck, New York 06190 - 2 PE&P No. 2570 1.06 PRODUCT HANDLING A. Handling trusses shall comply with "TPI Specifications". B. Store trusses off ground on skids or platforms to protect form ground moisture. Cover trusses to protect form rain or snow, providing adequate ventilation. C. Exercise care at all times to avoid damage to trusses due to careless handling during storage, delivery, unloading and installation. Remove all bent or damaged trusses from project. PART 2 - PRODUCTS 2.01 MATERIAL AND FABRICATION A. Truss Lumber: Conform to "TPI Specification". 1. All lumber used in the fabrication of trusses shall be stress graded No. 2 or better, and shall be of the species, size and grade specified in the truss design. 2. All lumber shall be identified by the grade mark of a lumber inspection bureau or agency approved by the Board of Review of the American Lumber Standards Committee. 3. Moisture content for all lumber shall be 19% or less. B. Connector Plates: Conform to "TPI Specifications". 1. Plates shall be stamped for 16, 18, or 20 gauge, galvanizing shall comply with ASTM A-525, G60. 2. Both plate width and plate length must equal or exceed that specified in the truss design. C. Bridging: Conform to "TPI Specifications" , except where shown otherwise on drawings. PART 3 - EXECUTION 3.01 ERECTION OF WOOD TRUSSES A. Conform to "TPI Specifications" . B. All trusses shall be installed by workers who are experienced in wood truss type construction, and in strict accordance with architectural/engineering drawings and approved placement plans. HOMMOCKS PARK APARTMENTS Wood Trusses Mamaroneck, New York 06190 - 3 PE&P No. 2570 C. The installer is responsible to select the most suitable method and sequence of installation available to him which is consistent with architectural/engineering drawings and specifications. Trusses may be installed either by hand or by mechanical means. D. Anchor trusses securely to all bearing walls and provide and install all lateral bracing or bridging required. E. Temporary or installation bracing is the responsibility of the installer. F. Do not overload trusses with construction materials or equipment. G. Cutting of truss members or field alterations of any trusses shall not be permitted. Any damaged or deficient trusses shall be replaced. END OF SECTION 06190 HOMMOCKS PARK APARTMENTS Wood Trusses Mamaroneck, New York 06190 - 4 PE&P No. 2570 SECTION 06401 - EXTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. This Section includes the following: 1. Exterior standing and running trim and rails. 2. Pressure treated wood decking and steps. 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 05500: Prefabricated metal railings. B. Section 06100: Rough wood nailers, blocking and other rough carpentry that is not exposed to view. C. Section 06402: Interior architectural woodwork. D. Section 08610: Exterior wood windows. E. Section 09900: Finishing of exterior woodwork. 1.04 SUBMITTALS: A. General : Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data for each type of product and process specified in this section and incorporated into items of architectural woodwork during fabrication, finishing, and installation. C. Wood preservative treatment data from chemical treatment manufacturer. Include certification of chemical solution and affirming compliance with indicated treatment standard. D. Shop drawings showing location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. E. Product certificates signed by woodwork manufacturer certifying that products comply with specified requirements. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Exterior Architectural Woodwork PE&P Project No. 2570 06401-1 F. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Architects and Owners, and other information specified. 1 .05 QUALITY ASSURANCE: A. Manufacturer Qualifications: Firm experienced in successfully producing architectural woodwork similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work. B. Single-Source Fabrication and Installation Responsibility: Engage a qualified Manufacturer to assume undivided responsibility for woodwork specified in this section, including fabrication and installation. C. Installer Qualifications: Arrange for installation of architectural woodwork by a firm that can demonstrate successful experience in installing architectural woodwork items similar in type and quality to those required for this project. D. AWI Quality Standard: Comply with applicable requirements of "Architectural Woodwork Quality Standards" published by the Architectural Woodwork Institute (AWI) , except as otherwise indicated. 1 .06 DELIVERY, STORAGE, AND HANDLING: A. Protect woodwork during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. 1 .07 PROJECT CONDITIONS: A. Environmental Conditions: Obtain and comply with woodwork manufacturer's and Installer's coordinated advice for optimum temperature and humidity conditions for woodwork during its storage. B. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before manufacturing woodwork; show recorded measurements on final shop drawings. Coordinate manufacturing schedule with construction progress to avoid delay of Work. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Exterior Architectural Woodwork PE&P Project No. 2570 06401-2 PART 2 - PRODUCTS 2.01 MATERIALS: A. General : Provide materials that comply with requirements of the AWI woodworking standard for each type of woodwork and quality grade indicated. 2.02 FABRICATION, GENERAL: A. Wood Moisture Content: Comply with requirements of referenced quality standard for moisture content of lumber in relation to relative humidity conditions existing during time of fabrication and in installation areas. B. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: 1 . Edges of solid wood (lumber) members less than 1 inch in nominal thickness: 1/16 inch. C. Complete fabrication, including assembly, finishing, and hardware application, before shipment to project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 2.03 PRESERVATIVE TREATMENT BY NON-PRESSURE METHOD: A. Treatment Standard: Comply with NWWDA I.S.4 for woodwork items indicated to receive water-repellent preservative treatment. B. Water-Repellent Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2-propynyl butyl carbamate (IPBC) as its active ingredient. C. Extent of Treatment: Treat each item of exterior woodwork regardless of species from which it is fabricated. D. Mill lumber before treatment and institute special procedures during treatment and drying processes to prevent warping, discoloration from drying sticks or other causes, marring, or other defects in appearance of treated woodwork. E. Kiln-dry woodwork after treatment to levels required for nontreated woodwork. Maintain moisture content required by kiln drying before and after treatment. F. Discard treated lumber that does not comply with requirements of referenced woodworking standard. Do not use twisted, warped, bowed, discolored, or otherwise damaged or defective lumber. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Exterior Architectural Woodwork PE&P Project No. 2570 06401-3 2.04 DIMENSION LUMBER FOR WOOD DECKING AND STEPS: A. Species: Western Red Cedar, WCLIB or WWPA. B. Sizes: Provide nominal sizes complying with PS20. C. Grade: No. 1 or Construction Grade. D. Surfacing: Dressed lumber, S4S. E. Moisture Content: Kiln-dry, KD-15 or MC-15 (15 percent maximum moisture content) . F. Preservative treated. 2.05 EXTERIOR STANDING AND RUNNING TRIM AND RAILS FOR OPAQUE FINISH: A. Quality Standard: Comply with AWI Section 300. B. Fabricate solid wood rails to profiles indicated on Drawings. C. Grade: B and Better, 1 and 2 clear. D. Lumber Species: Western red cedar, WCLIB or WWPA. 2.06 FASTENERS AND ANCHORS: A. Screws: Select material , type, size, and finish required for each use. Comply with FS FF-S-111 for applicable requirements. B. Nails: Provide the following of type and size required for each use. Comply with FS FF-N-105 for applicable requirements. 1. Stainless steel nails. 2. Aluminum nails. 3. Hot-dipped galvanized nails. 4. Any material indicated above. C. Anchors: Select material , type, size, and finish required by each substrate for secure anchorage. Provide nonferrous metal or hot-dip galvanized anchors and inserts as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled-in-place anchors. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Exterior Architectural Woodwork PE&P Project No. 2570 06401-4 PART 3 - EXECUTION: 3.01 PREPARATION: A. Condition woodwork to average prevailing humidity conditions in installation areas before installation. B. Before installation of architectural woodwork, examine shop- fabricated work for completion and complete work as required, including back priming and removal of packing. 3.02 INSTALLATION: A. Quality Standard: Install exterior woodwork to comply with requirements of AWI Section 1700 "Installation of Woodwork (Interior)" that refer to types of woodwork specified in this Section and that apply to the same grade specified in Part 2 of this Section. B. Install woodwork plumb, level , true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 8' -0" for plumb and level and with no variations in flushness of adjoining surfaces. C. Scribe and cut woodwork to fit adjoining work. D. Preservative-Treated Lumber: Where cut or drilled in field, treat cut ends with preservative solution used in original treatment by brushing, spraying, dipping, or soaking. E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork. F. Standing and Running Trim: Install with minimum number of joints possible, using full -length pieces (from maximum length of lumber available) to the greatest extent possible. Stagger joints in adjacent and related members. Cope at returns and miter at corners. G. Secure wood rails to metal railing supports. Set wood rails accurately. Coordinate installation with metal railing contractor. H. Refer to the Division 9 Section 09900 for back priming and final finishing of installed exterior architectural woodwork. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Exterior Architectural Woodwork PE&P Project No. 2570 06401-5 3.03 ADJUSTMENT AND CLEANING: A. Repair damaged and defective woodwork where possible to eliminate defects functionally and visually; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance. B. Clean woodwork on exposed and semi-exposed surfaces. 3.04 PROTECTION: A. Provide final protection and maintain conditions, in a manner acceptable to Architect, that ensure that woodwork is without damage or deterioration at time of Substantial Completion. END OF SECTION 06401 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Exterior Architectural Woodwork PE&P Project No. 2570 06401-6 SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 SUMMARY: A. This Section includes the following: 1. Interior standing and running wood trim including wood bases. 2. Interior wood stairs and railings. 3. Book shelving. 4. Shelving hardware. 5. All other interior architectural woodwork as required by Drawings. 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Rough wood nailers, blocking and supports for items of interior architectural woodwork. B. Section 06401: Exterior architectural woodwork. C. Section 08210: Pre-hung flush wood doors. D. Section 08610: Wood windows. E. Section 09900: Finish painting. F. Section 12372: Kitchen and bath cabinets including tops. 1.04 SUBMITTALS: A. Product data for each type of product and process specified in this section and incorporated into items of architectural woodwork during fabrication, finishing, and installation. B. Fire-retardant treatment data for material impregnated by pressure process to reduce combustibility. Include certification by treating plant that treated materials comply with requirements. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Interior Architectural Woodwork PE&P Project No. 2570 06402-1 C. Shop drawings showing location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. D. Samples for verification purposes of the following: 1 . Corner pieces as follows: a. Miter joints for standing trim. 2. Shelving hardware, one unit of each type. 3. Wood trim for stain finish. E. Product certificates signed by woodwork manufacturer certifying that products comply with specified requirements. F. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Architects and Owners, and other information specified. 1 .05 QUALITY ASSURANCE: A. Manufacturer Qualifications: Firm experienced in successfully producing architectural woodwork and related items similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work. B. Installer Qualifications: Arrange for installation of architectural woodwork by a firm that can demonstrate successful experience in installing architectural woodwork items similar in type and quality to those required for this project. C. AWI Quality Standard: Comply with applicable requirements of "Architectural Woodwork Quality Standards" published by the Architectural Woodwork Institute (AWI) except as otherwise indicated. 1 .06 DELIVERY, STORAGE, AND HANDLING: A. Protect woodwork during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. B. Do not deliver woodwork until painting, wet work, grinding, and similar operations that could damage, soil , or deteriorate woodwork have been completed in installation areas. If woodwork must be stored in other than installation areas, store only in areas whose environmental conditions meet requirements specified in "Project Conditions. " HOMMOCKS PARK APARTMENTS Mamaroneck, New York Interior Architectural Woodwork PE&P Project No. 2570 06402-2 1 .07 PROJECT CONDITIONS: A. Environmental Conditions: Obtain and comply with Woodwork Manufacturer's and Installer's coordinated advice for optimum temperature and humidity conditions for woodwork during its storage and installation. Do not install woodwork until these conditions have been attained and stabilized so that woodwork is within plus or minus 1 .0 percent of optimum moisture content from date of installation through remainder of construction period. B. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before manufacturing woodwork; show recorded measurements on final shop drawings. Coordinate manufacturing schedule with construction progress to avoid delay of Work. PART 2 - PRODUCTS 2.01 FABRICATION, GENERAL: A. Wood Moisture Content: Comply with requirements of referenced quality standard for moisture content of lumber in relation to relative humidity conditions existing during time of fabrication and in installation areas. B. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: 1 . Edges of solid wood (lumber) members less than 1 inch in nominal thickness: 1/16 inch. C. Complete fabrication, including assembly, finishing, and hardware application, before shipment to project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. D. Factory-cut openings, to maximum extent possible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Smooth edges of cutouts and, where located in countertops and similar exposures, seal edges of cutouts with a water-resistant coating. 2.02 STAIRWORK AND HANDRAILS: A. Quality Standard: Comply with AWI Section 800. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Interior Architectural Woodwork PE&P Project No. 2570 06402-3 S. Lumber Grade of Concealed Members: Not less than 461 Structural Grade. C. Wall Stringer: Notched to receive treads and risers. D. Treads: Tongued into risers. E. Risers: Routed to receive tongue of tread. F. Smoothness of Exposed Surfaces: 120 grit sandpaper. G. Tightness and Flushness of Joints: 1. Maximum Gap: .007" x 3" and not within 6' of similar gap. 2. Flushness Variation: .007". 2.03 SHELVING: A. Wood shelving unless otherwise specified shall be No. 2 shelving boards, white pine, Ponderosa or Poplar. B. Shelf: 3/4" x 12"; 3/4" x 18" supported on 1" x 3" cleats on three sides. 2.04 STANDING AND RUNNING TRIM AND BASES FOR OPAQUE FINISH: A. Quality Standard: Comply with AWI Section 300. B. Grade: Custom. C. Backout or groove backs of flat trim members and kerf backs of other wide flat members, except for members with ends exposed in finished work. D. Lumber Species: Eastern white pine, sugar pine, or Idaho white pine. 2.05 SHELF HARDWARE: A. Adjustable Shelf Supports: Provide flush-mounted pilaster-type slotted steel standards where indicated, comply with BHMA 884072. Provide matching shelf rests, BHMA B84082. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Interior Architectural Woodwork PE&P Project No. 2570 06402-4 a. No. 255 and 256; Knape & Vogt Manufacturing Co. b. No. 798 and 799: Stanley Works. 2.06 FASTENERS AND ANCHORS: A. Screws: Select material , type, size, and finish required for each use. Comply with FS FF-S-111 for applicable requirements. B. Nails: Select material , type, size, and finish required for each use. Comply with FS FF-N-105 for applicable requirements. PART 3 - EXECUTION 3.01 PREPARATION: A. Condition woodwork to average prevailing humidity conditions in installation areas before installing. B. Before installing architectural woodwork, examine shop-fabricated work for completion and complete work as required, including back priming and removal of packing. 3.02 INSTALLATION: A. Quality Standard: Install woodwork to comply with AWI Section 1700 for same grade specified in Part 2 of this section for type of woodwork involved. B. Install woodwork plumb, level , true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 8' -0" for plumb and level (including tops) and with no variations in flushness of adjoining surfaces. C. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged finish at cuts. D. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Except where prefinished matching fastener heads are required, use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork and matching final finish where transparent finish is indicated. E. Standing and Running Trim and Bases: Install with minimum number of joints possible, using full -length pieces (from maximum length of lumber available) to the greatest extent possible. Stagger joints in adjacent and related members. Cope at returns and miter at corners. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Interior Architectural Woodwork PE&P Project No. 2570 06402-5 F. Refer to Section 09900 - Painting" for final finishing of installed architectural woodwork. 3.03 ADJUSTMENT AND CLEANING: A. Repair damaged and defective woodwork where possible to eliminate defects functionally and visually; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance. B. Clean woodwork on exposed and semi-exposed surfaces. Touch up factory-applied finishes to restore damaged or soiled areas. 3.04 PROTECTION: A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensures that woodwork is being without damage or deterioration at time of Substantial Completion. END OF SECTION 06402 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Interior Architectural Woodwork PE&P Project No. 2570 06402-6 SECTION 07160 - DAMPPROOFING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Provide complete dampproofing installation and related work in accordance with the Contract Documents. B. The extent of dampproofing work is generally indicated on the Drawings and includes dampproofing the outside of exterior concrete foundation walls below grade, as shown on the Drawings. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 03310: Concrete foundation walls. 1 .04 QUALITY ASSURANCE: A. Acceptable manufacturers: Karnak Chemical Corp. #83 fibrated trowel dampproofing or equal products of Sonneborn or Celotex. 1 .05 SUBMITTALS: A. Manufacturer's literature: Submit manufacturer's printed literature indicating product information correlated to specified requirements. B. Manufacturer's Data: Submit manufacturer's specifications and installation instructions for the dampproofing system, including certifications and other data as may be required to show compliance with these Specifications. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Delivery: Deliver materials in manufacturer' s unopened containers, identified to show name, brand, type, grade, and melting point. Deliver hot bulk materials with an accompanying certificate from the manufacturer clearly stating the quality and melting point. B. Storage: Store, protect and keep materials dry and free of foreign matter. C. Fire Safety: Take all necessary precautions against fire and other HOMMOCKS PARK APARTMENTS Mamaroneck, New York Dampproofing PE&P Project No. 2570 07160-1 hazards, during delivery, storage and installation of flammable solvents and other materials specified herein. Comply with ordinances and fire regulations in the installation of hazardous materials specified or required under this Section. PART 2 - PRODUCTS 2.01 MATERIALS: A. Dampproofing: Troweled on non-asbestos fibrated asphaltic base dampproofing. B. Asphalt Primer (if required) : Type as recommended by dampproofing materials manufacturer. C. Protection Board: Multi -ply semi-rigid board composed of mineral fortified asphaltic core between a layer of asphalt saturated liner and a weather coated glass mat liner; thickness: 1/4" . 2.02 ASSEMBLIES: A. Walls: Apply mastic on concrete foundation walls at approximately 5 to 8 gallons per 100 square feet. PART 3 - EXECUTION 3.01 ENVIRONMENTAL CONDITIONS: A. Inclement weather: Do not proceed with foundation dampproofing work during inclement weather (or when weather forecasts are unfavorable) unless: 1 . Manufacturer's requirements and instructions will be complied with. 2. Unless the Dampproofing Subcontractor is willing to guarantee the work as required and without additional reservations. 3.02 EXAMINATION: A. Concrete Surfaces: Surfaces to be dampproofed shall be reasonably smooth and free from holes or projections. The surfaces shall be dry and thoroughly cleaned to remove dust, loose materials immediately before application of the dampproofing. B. Examine the substrates and adjoining construction, and the conditions under which the work is to be installed. Do not proceed with the work until unsatisfactory conditions detrimental to the HOMMOCKS PARK APARTMENTS Mamaroneck, New York Dampproofing PE&P Project No. 2570 07160-2 proper and timely completion of the work have been corrected and are acceptable to the manufacturer. 3.03 INSTALLATION: A. Install all dampproofing in accordance with manufacturer's printed instructions. B. Install protection board covering at foundation walls in accordance with manufacturer's printed instructions. END OF SECTION 07160 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Dampproofing PE&P Project No. 2570 07160-3 SECTION 07200 - BUILDING INSULATION PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 DESCRIPTION OF WORK: A. The extent of each type of insulation work required is shown on the Drawings and includes but is not limited to the following: 1 . Glass and/or mineral fiber blanket type within exterior attic spaces; stud framing at exterior walls; to seal off exterior soffit constructions where noted to seal off crawl spaces below first floor level framing; to seal off second floor level floor framing; for infill ; and elsewhere as indicated. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 07230: Perimeter and underslab insulation. B. Section 09250: Insulation for sound and fire ratings of interior partitions and ceilings above partitions where noted. 1 .04 QUALITY ASSURANCE: A. Thermal Conductivity: The thicknesses shown are for the thermal conductivity (k-value at 750F. ) specified for each material . Provide adjusted thicknesses as directed for the use of material having a different thermal conductivity. B. Fire Rating: Comply with the fire-resistance and flammability ratings required by governing authorities and codes. 1 .05 SUBMITTALS: A. Manufacturer's Data: For information only, submit copies of manufacturer's specifications and installation instructions for each type of insulation required. Include data substantiating that the materials comply with specified requirements. Indicate by transmittal form that Installer has received copy of manufacturer's installation information. 1 .06 PRODUCT HANDLING: A. Protection from Deterioration: Do not allow insulation materials HOMMOCKS PARK APARTMENTS Mamaroneck, New York Building Insulation PE&P Project No. 2570 07200-1 to become wet or soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handling storage and protection during installation. PART 2 - PRODUCTS 2.01 MATERIALS: A. Mineral fiber blanket insulation: Glass or other inorganic fibers and resinous binders formed into flexible blankets complying with ASTM C665; Type I unfaced and Type III foil -faced; density of not less than 1 .5 lbs. per cu. ft. ; thermal conductivity (k-value at 750F. ) of 0.27; manufacturer's standard sizes. 1 . Foil Faced Blanket: Reflective aluminum foil and asphalt vapor barrier laminated to one face, with 4" flanges on long edges; vapor transmission not more than 0.5 perms. 2. Products offered by manufacturers to comply with the requirements include the following: a. Fiber Glass Insulation; Manville Building Products. b. Fiberglas Bldg. Insul . ; Owens-Corning Fiberglas. c. Fiberglass Building Insulation; Certainteed. B. Mechanical Anchors: Type and size shown or, if not shown, as recommended by the insulation manufacturer for the type of application shown, and condition of substrate, and for compliance with insurance requirements. PART 3 - EXECUTION 3.01 JOB CONDITIONS: A. Examination of Substrate: The installer must examine the substrate and the conditions under which each type of insulation work is to be performed, and notify the Architect in writing of any unsatisfactory conditions. Do not proceed with the insulation work until unsatisfactory conditions have been corrected in an acceptable manner. B. Do not proceed with the installation of all other insulation until subsequent work which conceals the insulation is ready to be performed. 3.02 INSTALLATION GENERAL: A. Comply with manufacturer's instructions for the particular conditions of installation in each case. If printed instructions HOMMOCKS PARK APARTMENTS Mamaroneck, New York Building Insulation PE&P Project No. 2570 07200-2 are not available or do not apply to the project conditions, consult the manufacturer's technical representative for specific recommendations before proceeding with the work. B. Extend insulation full thickness as shown over entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections which interfere with placement. C. Apply a single layer of insulation to the required thickness unless otherwise shown or required to make up the total thickness. 3.03 BLANKET TYPE INSULATIONS: A. Apply insulation units to the substrate by the method indicated, complying with the manufacturer's recommendations. At attic spaces and second floor framing construction staple flanges of foil faced blanket insulation to wood framing members. At studs at exterior wail system and elsewhere where indicated support foil faced blanket type insulation by means of mechanical anchors. At exterior soffits and at crawl space areas support unfaced blanket type insulation within soffits by means of wire mesh grid placed and supported immediately below the soffited and crawl space constructions. B. Set vapor barrier faced insulation units with vapor barrier to inside of construction, except as otherwise shown. Do not obstruct ventilation spaces. C. Tape joints and ruptures in vapor barriers, using adhesive tape of type recommended by insulation manufacturer, and seal each continuous area of insulation to surrounding construction so as to ensure vapor-tight installation of the units. D. At exterior window and door frames and at all gaps in the thermal barrier; and elsewhere where noted fill frames solid with unfaced blanket insulation. Stuff loose mineral blanket insulation into spaces as indicated leaving no voids. Compress to approximately 50% of normal maximum volume. END OF SECTION 07200 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Building Insulation PE&P Project No. 2570 07200-3 SECTION 07270 - FIRESTOPPING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Each Contractor shall provide firestopping at penetrations through fire rated assemblies required for work of their respective Contracts. The General Contractor shall provide firestopping at juncture joints of fire-rated walls, floors and ceilings and at structural penetrations. All work shall be completed in accordance with the requirements of the Contract Drawings and State and Local Building Code Regulations. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 01400: Testing and quality control . B. Section 09250: Gypsum drywall . C. Division 15: Mechanical . D. Division 16: Electrical . 1 .04 REFERENCES: A. American Society for Testing and Materials (ASTM) . B. Underwriter Laboratories, Inc. (UL) . C. BOCA National Building Code. D. National Fire Protection Association (NFPA) . 1 .05 SUBMITTALS: A. Submit manufacturer's instructions for installing firestopping. B. Submit manufacturer's certifications that materials and systems meet or exceed the specified requirements. C. Submit certification stating that firestopping has been completed in full accordance with requirements of this Section and of the New York State Building Codes . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Firestopping PE&P Project No. 2570 07270-1 D. Submit two copies of certified test reports of: 1 . Fire test reports of firestopping system application to substrate materials similar to project conditions. 2. Reports from reputable independent testing agencies of product proposed for use, which indicate conformance to ASTM E-814 (Fire Tests of Through-Penetration Firestops) . 1 .06 QUALITY ASSURANCE: A. Manufacturer: Minimum of 5 years successful experience in manufacture of firestopping material . B. Applicator: Acceptable to the firestopping material manufacturer; minimum of 3 years experience in application. C. Comply with the following: 1 . ASTM E-84 - Surface Burning Characteristics of Building Materials. 2. ASTM E-814 - Fire Tests of Through Penetration Firestops. 3. U.L.-1479 - Fire Tests of Through-penetration Firestops. 4. U.L. - Building Materials Directory; Through-Penetration Firestop Systems (XHEZ) , and Fill , Void or Cavity Materials (XHHW) . 5. U. L. 723 - Standard Test Method for Surface Burning Characteristics of Building Materials. 1 .07 SYSTEM DESCRIPTION: A. Technical Requirements: 1 . Firestopping materials shall be UL Classified as "Fill , Void or Cavity Material " for use in Through-Penetration Firestop Systems. 2. Firestop Systems shall provide a fire resistance rating at least equal to the hourly resistance rating of the fire-rated barrier. 3. Firestop Systems shall have been tested in accordance with ASTM E-814 or UL 1479 under a minimum positive pressure of 0.01 in. of water. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Firestopping PE&P Project No. 2570 07270-2 B. General Considerations: 1 . Firestop systems are not intended to support live loads or traffic. Contractors shall consult the Architect if there is reason to believe these limitations may be violated. 2. When more than one firestop system design is applicable, individual characteristics should be evaluated for secondary benefits in performance, e.g. water/air sealing, ease of installation/modification, or building movement. 1 .08 DEFINITIONS: A. Penetration: Any opening or foreign material passing through or into a fire-rated barrier. B. Fire-Rated: Have the ability to withstand the effects of a standard fire exposure for a specified time period, as determined by qualified testing. C. Fire-Rated Barrier: A floor, wall , partition or floor-ceiling assembly able to withstand a standard fire and hose stream test without failure. D. Fire resistance rating: The ability of a structure to act as a barrier to the spread of fire and to confine it to the area of origin. Ratings are expressed in hours and apply to floors, ceilings, walls and partitions. E. Firestopping: A means of sealing openings in fire-rated barriers to preserve or restore the fire resistance rating. F. Firestop System: A material , or combination of materials, installed to retain the integrity of fire-rated construction by maintaining an effective barrier against the spread of flame, smoke or gases through penetrations in fire-rated barriers. It shall be used in specific locations as follows: 1 . Penetrations for the passage of duct, cable, cable tray, conduit, piping and electrical busways and raceways through fire-rated vertical barriers (walls and partitions) , and horizontal barriers (floor slabs and floor/ceiling assemblies) . 2. Gaps between the top of walls and ceiling assemblies. 3. Openings and penetrations in fire-rated partitions or walls containing fire doors. 4. Locations shown specifically on the Drawings or where specified in other Sections of the Specifications (refer to Sections noted in 1 .03 RELATED WORK SPECIFIED ELSEWHERE) . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Firestopping PE&P Project No. 2570 07270-3 1 .09 MOCK UP: A. Install one sample firestopping on representative substrates (on site) ; for each fire rating required and for each type of wall , floor, and ceiling. Acceptable mock-up installations may remain as part of the completed work. PART 2 - PRODUCTS 2.01 MANUFACTURERS: A. Hilti Construction Chemicals, Inc. , Tulsa, OK. B. The Carborundum Company, Niagara Falls, NY. C. Thomas & Betts Corp. , Raritan, NJ. D. 3M Fire Protection Products, St. Paul , MN. 2.02 MATERIALS: A. Grout and sealant systems shall meet or exceed requirements as specified in Part 1 of this Section and shall be acceptable to the Architect. B. Firestopping systems shall meet the requirements of ASTM E-814, which include, but are not limited to, the following: 1 . Prevent flame pass-through. 2. Restrict temperature to not exceed 325 degrees F. over ambient on side of assembly opposite flames. 3. Provide a positive smoke seal . 4. Withstand hose stream test. C. Firestopping materials shall be asbestos-free, emit no toxic or combustible fumes and be capable of maintaining an effective barrier against flame, smoke, gas, and water in compliance with requirements of this Section. D. Firestopping materials/systems shall be flexible to allow for normal movement of building structure and penetrating items(s) without affecting the adhesion or integrity of the system. E. Firestopping materials shall not require hazardous waste disposal of used containers/packages . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Firestopping PE&P Project No. 2570 07270-4 F. On insulated pipe, the fire-rating classification must not require the removal of the insulation. G. Firestopping materials shall be free of solvents and shall not experience shrinkage while curing. PART 3 - EXECUTION 3.01 EXAMINATION: A. Examine and confirm the compatibility of surfaces to receive firestopping materials. Verify that surfaces are sound, clean and dry and are ready to receive the firestopping. B. Verify that penetration elements are properly located and securely fixed, with the proper space between the penetration element and surfaces of the opening. 3 .02 PREPARATION: A. Protect adjacent surfaces and equipment from damage. B. Clean surfaces of opening. 3.03 INSTALLATION: A. Install firestopping system in strict accordance with the manufacturer's instructions to obtain the fire-rating required at the specific location. B. Provide escutcheons for piping at each side of penetration. 3.04 FIELD QUALITY CONTROL: A. Inspect all installations to ensure that all work meets the requirements specified. 3.05 CLEANING: A. Remove excess materials, droppings, and debris; remove excess materials from adjacent surfaces. 3 .06 PROTECTION: A. Protect firestopping installations from damage until completion of all Project Work. END OF SECTION 07270 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Firestopping PE&P Project No. 2570 07270-5 SECTION 07311 - FIBERGLASS SHINGLES PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Furnish and install all fiberglass roof shingle work shown on the Drawings and specified herein. B. Work shall also include furnishing and installing roof ridge vents. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Plywood roof sheathing including rough wood nailers and blocking. B. Section 06192: Prefabricated wood trusses. C. Section 07600: Sheet metal drip edges, step type flashings and flashings at sloped roof to gable end walls. 1.04 QUALITY ASSURANCE: A. Fiberglass shingles shall be the "Woodline" Fiberglass Roof Shingles produced by GAF. B. Underwriters' Laboratories Label : Class A and Wind Resistance Label . C. Install shingles to meet requirements of manufacturer's instructions. Do not install underlayment or shingles on wet surfaces. Do not apply shingles when air temperature is below 400. 1 .05 SUBMITTALS: A. Manufacturer's Literature: Material description and recommended installation procedures. 1 .06 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Deliver materials in sealed packages with manufacturer's labels intact and legible. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Fiberglass Shingles PE&P Project No. 2570 07311-1 B. Store materials on raised platforms and protect with coverings at outdoor locations. Store rolled goods on end. Do not stack bundles of shingles more than 4 ft. high. 1.07 WARRANTY: A. Manufacturer's 25 year pro-rated Limited Material Warranty. B. Workmanship: Applicator warranty against defects for 5 years. PART 2 - PRODUCTS 2.01 SHINGLES: A. Standards: ASTM 03018-79a, Type 1. B. Approximate Weight: 240 lbs./sq. C. Color: Weathered wood. 2.02 RIDGE SHINGLES: A. Manufacturer's factory pre-cut. 2.03 ASPHALT SATURATED ROOFING FELT: A. ASTM D-226. Approximately weight: 15 lbs./sq. organic, unperforated, 36" wide. 2.04 FASTENERS: A. Nails: Hot dip galvanized or aluminum 11 or 12 gauge, barbed shank, 3/8" head, sharp pointed conventional , of sufficient length to penetrate through plywood sheathing. 2.05 BITUMINOUS PLASTIC CEMENT: A. Fed. Spec. SS-C-153B, Type 1. 2.06 RIDGE VENTS: A. Alcoa's "Rovar" (roof over Vent-A-Ridge) ; 18 square inch net free vent area. Color as selected by Architect. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Fiberglass Shingles PE&P Project No. 2570 07311-2 PART 3 - EXECUTION 3 .01 INSPECTION: A. Assure that surfaces to which shingles are to be applied are uniform, smooth, sound, clean, dry, and free of irregularities. B. Verify that installation of metal flashings has been completed. C. Verify that work of other trades that penetrate roof deck has been completed. D. Do not start work until unsatisfactory conditions are corrected. 3 .02 APPLICATION - FELT UNDERLAYMENT: A. Nail metal drip edge along the bottom edge (eaves) before felt is laid and to the sides (rakes) after the felt is laid. B. Lay one layer of felt horizontally over the entire roof, lapping each course over lower course 2" minimum at horizontal joints, and 4" side laps at end joints. C. Lap felt 6" from both sides over ridges. D. Secure underlayment to deck with sufficient fasteners to hold in place until shingles are applied. 3 .03 APPLICATION - VENT PIPES AND EXHAUST VENTS: A. Apply shingles up to vent pipe and exhaust vents and cut holes in next shingle to go over pipe and/or around exhaust vents. Set the shingle in black plastic cement. B. Set flange of flashing provided by other trades. C. Rest of shingles shall then be cut around pipe and exhaust vents and set in black plastic cement. 3.04 APPLICATION - NAILING/FASTENERS: A. Standard fastener locations for shingles - as per manufacturer's recommendations. 3 .05 APPLICATION - SHINGLES: A. Eaves Flashing: 1 . Eaves flashing must be installed wherever there is a possibility of icing along the eaves causing a back up of HOMMOCKS PARK APARTMENTS Mamaroneck, New York Fiberglass Shingles PE&P Project No. 2570 07311-3 water. Apply manufacturer's Shingle Underlayment according to application instructions provided with the product. B. Valleys: 1 . Open valley applications shall be required. Center 24" wide, sheet metal flashing in the valley over the shingle underlayment. Lay first shingle course along eaves of one roof area and across valley into adjoining section at least 12". Follow same procedure for succeeding courses. Press shingles well into valley. Nail no closer than 6" to center with one nail at end of each terminal strip. Apply first course of shingles along eaves of intersecting roof area, extending it over previously applied shingles and trim 1" back from center line of valley. Follow same procedure for succeeding courses. Cut 8" wide opening along shingles at valley flashing to expose the flashing. C. Apply roof shingles and lay in succeeding courses as recommended by the shingle manufacturer. D. Nailing Instructions: Nail shingles in accordance with shingle manufacturer's recommendations. E. Flashing: 1 . Where the roof abuts a vertical wall , shingles must be flashed with metal flashing shingles applied over the end of each course. The flashing shingles shall be 8" wide x 7" high, bent to extend 4" out over roof deck and 4" up vertical surface. Each flashing shingle shall be placed with its lower edge just back of the exposed edge of the shingle which must overlap it and shall be secured to the deck with one nail near the top corner. 2. The base flashing for the front of the walls shall be cut from aluminum or other non-corroding metal , formed and installed over the headlap of the shingles below the wall and extending 4" up the wall . Nail near the lower edge. F. Hips and Ridges: 1 . Projecting parts of shingles shall be trimmed flush and capped with a double course of individual shingles cut from the strip shingles used on the roof and exposed not more than 5" to the weather with all nails covered. 2. At ridge vents provide ridge cap shingles nailed to the ridge vent. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Fiberglass Shingles PE&P Project No. 2570 07311-4 3.06 ADJUSTMENT: A. Replace damaged shingles. B. Remove excess shingles not part of extra stock and debris from the project site. END OF SECTION 07311 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Fiberglass Shingles PE&P Project No. 2570 07311-5 SECTION 07460 - VINYL SIDING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and the General Requirements of Division 1 apply to the work of this Section. 1 .02 WORK SUMMARY: A. This Section includes the following: 1 . Beaded vinyl soffit and vertical . 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Plywood sheathing and air infiltration barrier. B. Section 07600: Sheet metal flashing. C. Section 07900: Joint sealers. 1 .04 SUBMITTALS: A. General : Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data for each type of product specified, including details of construction relative to materials, dimensions of individual components, profiles, textures, and colors. C. Samples for initial selection purposes in form of manufacturer's sample finishes showing full range of colors, profiles and textures available. D. Samples for verification purposes in form of two full -size units of each type of siding and accessory required. 1 .05 QUALITY ASSURANCE: A. Single-Source Responsibility for Siding and Accessories: Obtain each color, grade, finish, type, and variety of siding and related accessories from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. B. Field-Constructed Mock-Up: Prior to installation, erect mock-up to verify selections made under sample submittals and to demonstrate HOMMOCKS PARK APARTMENTS Mamaroneck, New York Vinyl Siding PE&P Project No. 2570 07460-1 aesthetic effects as well as qualities of materials and execution. Build mock-ups to comply with the following requirements, using materials indicated for final unit of Work. 1 . Locate mock-ups on site in location and size indicated, or, if not indicated, as directed by Architect. 2. Demonstrate the proposed range of aesthetic effects and workmanship. 3. Obtain Architect's acceptance of mock-ups before start of final unit of Work. a. When directed, demolish and remove mock-ups from Project site. 1 .06 DELIVERY, STORAGE, AND HANDLING: A. Deliver materials to Project site in manufacturer' s unopened bundles or containers with labels intact. B. Handle and store materials at Project site to prevent water damage, staining, or other physical damage. Comply with manufacturer's recommendations for job site storage, handling and protection. 1 .07 PROJECT CONDITIONS: A. Weather Conditions: Proceed with siding installation only when existing and forecasted weather conditions will permit siding to be installed in compliance with manufacturer's recommendations and when substrate is completely dry. 1 .08 EXTRA MATERIALS: A. Deliver extra materials to Owner. Furnish extra materials matching products installed as described below, packaged with protective covering for storage and identified with labels clearly describing contents. 1 . Furnish quantity of siding equal to 3 percent of amount installed for type of siding installed. 2. Furnish quantity of trim and soffit equal to 2 percent of amount installed. 1 .09 WARRANTY: A. Special Project Warranty: Submit a written warranty, executed by manufacturer, agreeing to repair or replace siding that fails in materials or workmanship within the specified warranty period. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Vinyl Siding PE&P Project No. 2570 07460-2 Failures include, but are not limited to, deformation or deterioration of siding beyond normal weathering. This warranty shall be in addition to, and not a limitation of, other rights the Owner may have against the Contractor under the Contract Documents. 1 . Warranty period is 20 years after date of Substantial Completion. PART 2 - PRODUCTS 2.01 MANUFACTURERS: A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering siding which may be incorporated in the Work include, but are not limited to, the following: 1 . Vinyl Siding: a. Products of Wolverine Technologies are specified. Products of Certainteed Corp. , matching those of Wolverine Technologies, will be acceptable subject to approval of the Architect. 2.02 VINYL SIDING: A. Formed Vertical Vinyl Siding "Restoration Beaded/Invisivent" Style: Sol 'id vinyl siding and accessories fabricated by extrusion from a polyvinyl chloride compound complying with ASTM D-3679, and as follows: I . Exposure: 6-inch exposure in Triple 2-inch style. 2. Texture: Smooth matte finish. 3. Color: White. B. Formed Ventilating Vinyl Soffit "Invisivent" ; Triple 2" premium ventilating soffit and accessories fabricated by extrusion from a polyvinyl chloride compound complying with ASTM D-3679, and as follows: 1 . Exposure: 6 inch exposure in Triple 2-inch style. 2. Texture: Smooth matte finish. 3. Color: White. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Vinyl Siding PE&P Project No. 2570 07460-3 2.03 ACCESSORIES: A. Siding Accessories: Starter strips, trim and other items as recommended by manufacturer for building configuration, matching each type of siding selected. B. Fasteners: Noncorrosive aluminum siding nails, in sufficient length to penetrate minimum of 1 inch into substrate. Provide prefinished fasteners in color to match siding where face nailing is unavoidable. PART 3 - EXECUTION 3.01 EXAMINATION: A. Examine substrates for compliance with requirements for substrates, installation tolerances, and other conditions affecting performance of siding. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 PREPARATION: A. Clean substrates of projections and substances detrimental to application. B. Coordinate installation with flashings and other adjoining construction to ensure proper sequencing. 3.03 INSTALLATION: A. Comply with siding manufacturer's installation instructions and recommendations. Center nails in elongated nailing slots without binding siding to allow for thermal movement. Install soffit panels, trim and accessories in accordance with manufacturer's recommendations. Overlap butt joints to shed water away from direction of prevailing wind. Isolate dissimilar metals. 3.04 ADJUSTING: A. Replace damaged siding materials with new materials complying with specified requirements. 3.05 CLEANING: A. Clean all finished surfaces as recommended by siding manufacturer, and maintain in a clean condition during construction. END OF SECTION 07460 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Vinyl Siding PE&P Project No. 2570 07460-4 SECTION 07461 - CEDAR WOOD SIDING ,5 -n�,� PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. This Section includes the following: 1. Cedar Shingle Siding. 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Plywood sheathing and air infiltration barrier. B. Section 07600: Sheet metal flashing. C. Section 07900: Joint sealers. D. Section 09900: Finishing of cedar wood siding panels. 1.04 SUBMITTALS: A. Product data for type of cedar wood siding specified, including details of construction relative to materials, dimensions of individual components, profiles, textures, and grades. 1.05 QUALITY ASSURANCE: A. Single-Source Responsibility for Cedar Wood Siding: Obtain grade, finish, type, and related accessories from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. B. Field-Constructed Mock-Up: Prior to installation, erect mock-up to verify selections made under sample submittals and to demonstrate aesthetic effects as well as qualities of materials and execution. Build mock-ups to comply with the following requirements, using materials indicated for final unit of Work. 1. Locate mock-ups on site in location and size indicated, or, if not indicated, as directed by Architect. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Cedar Wood Siding PE&P Project No. 2570 07461-1 2. Demonstrate the proposed range of aesthetic effects and workmanship. 3. Obtain Architect's acceptance of mock-ups before start of final unit of Work. a. When directed, demolish and remove mock-ups from Project site. 1.06 DELIVERY, STORAGE, AND HANDLING: A. Deliver materials to Project site in manufacturer's unopened bundles with labels intact. B. Handle and store bundles at Project site to prevent water damage, staining, or other physical damage. Comply with manufacturer's recommendations for job site storage, handling and protection. 1 .07 PROJECT CONDITIONS: A. Weather Conditions: Proceed with siding panel installation only when existing and forecasted weather conditions will permit siding panels to be installed in compliance with manufacturer's recommendations and when substrate is completely dry. 1 .08 EXTRA MATERIALS: A. Deliver extra materials to Owner. Furnish extra materials matching products installed as described below, packaged with protective covering for storage and identified with labels clearly describing contents. 1. Furnish quantity of siding panels equal to 2 percent of amount installed for type of siding panels installed. 1 .09 WARRANTY: A. Furnish manufacturer's written warranty that all raw materials used in manufacturing the siding meets or exceed the grades of the Red Cedar Shingle and Shake Bureau. PART 2 - PRODUCTS 2.01 CEDAR SHINGLES: A. Wall surfaces shown to recieve cedar siding shall be covered with red cedar certigrade shingles bureau's official grade marked label. Shingles shall be in 16 inch lengths for max. 7 1/2 inch exposure. Shingles shall be rebutted/rejointed for parallel edges with butts sawn at right angles. Shingles shall have a sawn face texture. Shingle materials shall be either number one grade, blue label or number two grade, red label . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Cedar Wood Siding PE&P Project No. 2570 07461-2 1. Shakertown Corp. , Winlock, WA 98596, (206) 785-3501. 2.02 CEDAR WOOD SIDING/PANELS: A. Mixed grade western red cedar shingles permanently laminated to plywood to form self-aligning 8-foot panels. 1. Pattern: Tight-spacing 7" exposures. 2. Finish: Unfinished natural western red cedar for field finishing (stain) . 3. Adhesive for Bonding Panels: Exterior type adhesive as recommended by manufacturer. 4. Plywood Backing: Exterior type plywood. 5. Shingle Grade: #1 Grade, as established by the Red Cedar Shingle and Handsplit Bureau. 6. Thickness at Butt: 11/32". 7. Corners: Prefabricated matching corners. B. Nails: Factory color-matched galvanized nails. PART 3 - EXECUTION 3.01 EXAMINATION: A. Examine substrates for compliance with requirements for substrates, installation tolerances, and other conditions affecting performance of cedar wood siding panel work. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 PREPARATION: A. Clean substrates of projections and substances detrimental to application. B. Coordinate installation with flashings and other adjoining construction to ensure proper sequencing. 3.03 INSTALLATION: A. Shingles shall be doubled at bottom courses. Shingles shall be gapped not more than 1/16" but shall not be installed "tight" vertical joints between shingles in any one course shall be offset not less thann 1 1/2" from the joints in courses above or below it. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Cedar Wood Siding PE&P Project No. 2570 07461-3 B. Each shingle shall be secured with two hot-dipped zinc-coated nails or stainless steel (type 304 or 316) or aluminum nails or staples. Staples shall have a minimum crown width of 7/16" and a minimum wire gauge of 16. Nails and staples shall be long enough to penetrate the sheathing 1/2" to 3/4". All fasteners shall be driven flush to the wood surface and not over driven so as to crush the wood fibers. Staples shall be applied with crowns parallel with the butt of the shingle. C. Shingle installation shall be in accordance with the cedar shake and shingle bureau standards. 3.04 ADJUSTING: A. Replace damaged or otherwise defective materials with new materials complying with specified requirements and in accordance with manufacturer's material warranty. END OF SECTION 07461 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Cedar blood Siding PE&P Project No. 257, 07461-4 SECTION 07600 - SHEET METAL FLASHINGS AND TRIM PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. Work of this Section includes but is not limited to the following: 1. Metal flashings including roof eave flashings, flashing inside corners of vinyl and cedar wood sidings, flashings at sloped roof to gable end walls, drip fascias, flashing strips at head frames of exterior window and door frames, at head frame of air conditioning units penetrating exterior walls, and other frames where indicated, etc. 2. Sheet metal crickets. 3. Exposed metal gutters and downspouts. 4. Sheet lead flashing for pipe penetrations and mechanical penetrations. 5. Aluminum sheet ridge and shed vents. 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Treated wood nailers and blocking. B. Section 07311: Fiberglass shingle roofing. C. Section 07460: Vinyl siding and trim. D. Section 07461: Cedar wood siding. E. Section 07900: Caulking and sealing. F. Division 15: PVC boots to receive downspouts specified herein. 1.04 QUALITY ASSURANCE: A. Approved Manufacturer - Aluminum Gutters and Downspouts: 1. Alcoa - "System Six". B. Approved Manufacturer - Aluminum Ridge and Shed Vents: 1. Alcoa - "Vent-A-System". HOMMOCKS PARK APARTMENTS Sheet Metal Flashings Mamaroneck, New York and Trim PE&P Project No. 2570 07600-1 1 .05 SUBMITTALS: A. Shop Drawings: Indicate the following: 1. Gutters and downspouts. 2. Ridge and shed vents. 3. Special flashing shapes and trim. B. Samples: 1. 6" x 6" samples of aluminum sheet used for forming gutters and downspouts and vents. Show finish and color selected. PART 2 - PRODUCTS 2.01 MATERIALS: A. Metal flashings shall be fabricated of 0.032" thick (20 gauge) aluminum sheet or strip, ASTM B-209 unless otherwise noted or specified. 1. Concealed flashings shall have a mill finish. 2. Exposed flashings such as sheet metal crickets, roof edge drip fascias, etc. , shall be fabricated of alloy 3004-H14 and shall have an acrylic baked enamel finish; color as selected by the Architect. B. Exposed Metal Gutters and Downspouts: 1. Except as otherwise indicated, provide aluminum sheet or strip of alloy 3003-H14 or as recommended by aluminum producer for use in rain drainage products; of thicknesses shown or, if not shown, 0.032" thick (20 B&S gauge); finished as follows: a. Acrylic baked enamel , applied after fabrication of units; 0.75 mil dry film thickness. Color as selected by Architect. 2. Fasteners and Anchors: Same metal as rain drainage, or other metal as recommended by manufacturer of metal units for improved corrosion resistance. 3. Cleats and Straps: Same metal as rain drainage work being anchored or supported; gauge as indicated. 4. Bituminous Coating: Cold-applied asphaltic coating, FS TT-C-494, Type II , compounded for minimum thickness per coat of 15 mils (dry) . Provide type which is nominally free of sulphur. HOMMOCKS PARK APARTMENTS Sheet Metal Flashings Mamaroneck, New York and Trim PE&P Project No. 2570 07600-2 5. Fabrication: a. Shop fabricate work to greatest extent possible. b. Fabrication Standard: Fabricate work as shown and, where not otherwise shown, fabricate to comply with SMACNA "Architectural Sheet Metal Manual" and other recognized industry standards. c. Manufacturer's Recommendations: Except as otherwise shown or specified, comply with recommendations and instructions of the manufacturer of sheet metal being fabricated. d. Provide for thermal expansion of running gutters exposed for more than 15'-0" continuous length. Maintain a watertight seal at expansion joints. Locate expansion joints as shown or, if not shown, midway between drains (at high points in slopes) , but in no case more than 30'-0" . e. Fabricate work with lines and corners of exposed units true and accurate. Form exposed faces flat and free of buckles, excessive waves and avoidable tool marks, considering temper and reflectivity of metal . Provide uniform, neat seams with minimum exposure of welds and sealant. Except as otherwise shown, fold back sheet metal to form hem or concealed side of exposed edges. f. Provide strainer units at outlets of gutters and conductor heads, fabricated of wire or wire mesh which is non-corrosive and compatible with sheet metal , with minimum 0.062" diameter wire and maximum 1/2" spacing of wires, in a bee-hive design unless otherwise indicated. g. Support and Anchorage: Fabricate units with adequate provisions for support and anchorage of types needed for indicated method of installation. h. Fabricate aluminum sheets, with flat-lock seams except as otherwise indicted. Use double flat-lock seams where moisture might otherwise penetrate the work. Rivet joints where necessary for strength, and cement with epoxy seam sealer where necessary for watertight seaming. C. Ridge and shed vents: 1. Ridge and shed vents shall be made of 3005-H25 aluminum sheet or equivalent; finished as follows: a. Acrylic baked enamel , color as selected by Architect. D. Sheet Lead Flashings: Type L51121, copper bearing sheet lead, minimum 4 lb./sq. ft. (0.062 inch thick) . HOMMOCKS PARK APARTMENTS Sheet Metal Flashings Mamaroneck, New York and Trim PE&P Project No. 2570 07600-3 PART 3 - EXECUTION 3.01 GENERAL INSTALLATION REQUIREMENTS: A. Comply with Manufacturer's instructions and recommendations for handling and installation of all flashing, and accessory work. B. Comply with manufacturer's instructions and recommendations for installation of aluminum gutters and downspouts, vents and accessory work. 3.02 INSTALLATION - METAL FLASHINGS: A. Comply with details and profiles as shown, and comply with SMACNA "Architectural Sheet Metal Manual " recommendations for installation of the work. B. Shop fabricate metal flashings, stepped flashings, roof eave flashings, sill flashings (if any) and similar items to comply with profiles shown. C. Provide for thermal expansion of all exposed sheet metal work exceeding 15' -0" running length. Conceal fasteners and expansion provisions wherever possible. Fold back edges on concealed side and exposed edges, to form a hem. D. Provide continuous 20 gauge flashing strips at head frames of window and door frames. Flashing shall extend full width of openings, and shall be provided with drip edges to permit water run-off. E. Flash inside corners of vinyl siding and cedar wood siding with continuous 20 gauge aluminum flashing strips. F. Flash all pipe penetrations with sheet lead flashing as shown. G. All flashing shall be installed so that the final completed work will be watertight in all respects. 3.03 . INSTALLATION - EXPOSED METAL GUTTERS AND DOWNSPOUTS: A. Support and anchor rain drainage in a manner which will withstand thermal expansion stresses and full loading by water or ice, without damage, deterioration or leakage. B. Conceal fasteners and expansion provisions where possible in exposed work, and locate so as to minimize possibility of leakage. Cover and seal work as required for a tight installation. I . Provide concealed cleat-type anchorages where practical , or HOMMOCKS PARK APARTMENTS Sheet Metal Flashings Mamaroneck, New York and Trim PE&P Project No. 2570 07600-4 exposed strap-type anchors where shown, arranged to relieve stresses in rain drainage work resulting from building movement and thermal expansion. C. Install units of rain drainage work with lines and corners true and accurate in alignment and location. D. Bed flashing flanges in a bed of roofing cement or other setting compound which is compatible with adjoining work and substrate. E. On vertical overlaps, lap sheet metal a minimum of 3". F. On sloping overlaps, of slopes of not less than 6" in 12", lap unsealed overlaps a minimum of 6" . G. Apply 15-mil bituminous coating to aluminum surfaces which will be in contact with wood or other absorptive substrates. H. Clean exposed surfaces of every substance which is visible or might cause corrosion of metal or deterioration of aluminum finish. END OF SECTION 07600 HOMMOCKS PARK APARTMENTS Sheet Metal Flashings Mamaroneck, New York and Trim PE&P Project No. 2570 07600-5 SECTION 07900 - JOINT SEALERS PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. The extent of sealant work is indicated on Drawings. B. Types of sealants shall be as follows: 1 . Two component polyurethane sealant for all joints in horizontal traffic bearing surfaces with + 25% movement capability. 2. One component solvent acrylic sealant for exterior joints having ± 12.59 joint movement capability. 3. One component acrylic latex, sealants for interior use in joints having ± 7.5% joint movement capability. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 02514: Control joints and fillers in exterior concrete pavements. 1 .04 QUALITY ASSURANCE: A. Installer: Shall be a firm with a minimum of five (5) years successful experience in the application of the types of material required, and shall employ only skilled tradesmen for the work. 1 .05 SUBMITTALS A. Manufacturer's Data: Submit copies of manufacturer's specifications, recommendations and installation instructions for each type of sealant and associated miscellaneous material required. Include letter of certification or certified test laboratory report indicating that each material complies with requirements and is intended generally for applications shown. B. Samples: Submit 12" long cured samples of each color required for each type of sealant or caulking compound exposed to view. Install sample between 2 strips of material similar to or representative of typical surfaces where sealant or compound will be used, held apart to represent typical joint widths. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Joint Sealers PE&P Project No. 2570 07900-1 1 .06 GUARANTEE: A. Submit a written guarantee agreeing to repair or replace sealants which fail to perform as air-tight and water-tight joints; or fail in joint adhesion, cohesion, abrasion resistance, weather resistance, stain resistance, or general durability; or appear to deteriorate in any other manner not clearly specified by submitted manufacturer's data, as an inherent quality of the material for exposure indicated. B. Guarantee period shall be for a period of 5 years. C. Guarantee shall be signed jointly by Installer and Contractor. 1 .07 ENVIRONMENTAL CONDITIONS: A. Weather Conditions: Do not proceed with installation of sealants under adverse weather conditions, or when temperatures are below or above manufacturer's recommended limitations . Proceed with work only when forecasted weather conditions are favorable for proper cure and development of high early bond strength. PART 2 - PRODUCTS 2.01 MATERIALS, GENERAL: A. Color: Wherever sealant is not exposed to view, provide manufacturer's standard color which has the best overall performance characteristics for application shown. Whenever compound is exposed to view, provide manufacturer's standard colors as selected by Architect to match adjacent materials. B. Compatibility: Sealant shall be compatible with joint surfaces, joint fillers and other materials in joint system. Provide only manufacturer's recommended materials which are known to be fully compatible with the actual installation condition, as shown by manufacturer's published data or certification. 2.02 SEALANTS: A. For horizontal joints - Two-Component Polyurethane Sealant complying with FS TT-S-227E, Type 1 (self-leveling) recommended by manufacturer. Provide one of the following: 1 . THC-900, Tremco Inc. 2. NR 200, Pecora 3 . Rubbercalk 220, PRC 4. Vulkem 245, Mameco International . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Joint Sealers PE&P Project No. 2570 07900-2 B. For general building use, around window, door and louver frames - One-Component acrylic Terpolymer Sealant complying with FS TT-S-230 non-sag. provide one of the following: 1 . Mono, Tremco Inc. 2. Unicrylic 60, Pecora 3. Parr Latex Acrylic Sealant, Parr. C. Acrylic Latex Sealant, permanently flexible, non-staining and non-bleeding; recommended by manufacturer for interior use only. Provide one of the following: 1 . Acrylic Latex Caulk, Tremco Inc. 2. AC-20 Acrylic Latex, Pecora 3. Igas Calking-L, Sika Chemical Corp. D. Additional performance requirements for sealants supplied under paragraph A above is as follows: 1 . Adhesive strength to concrete: 12 psi min. 2. % total solids: Minimum of 95% after 7 days at 75 degrees F. 3. Pot life: 6 hours at 75 degrees F. minimum. 2.03 MISCELLANEOUS MATERIALS: A. Joint Cleaners: Provide joint cleaning compounds as recommended by sealant manufacturer(s) . B. Joint Primer Sealer: Provide type(s) of joint primers as recommended by sealant manufacturer(s) . C. Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer, to be applied to sealant-contact surfaces where bond to the substrate or joint filler must be avoided for proper performance of sealant. Provide self-adhesive tape wherever applicable. D. Sealant Backer Rod: Compressible rod stock polyethylene foam, polyethylene jacket polyurethane foam, butyl rubber foam, neoprene foam or other flexible, permanent, durable non-absorptive material as recommended for compatibility with sealant by the sealant manufacturer. Provide size and shape of rod which will control the joint depth for sealant placement, break bond of sealant at bottom of joint, form optimum shape of sealant bead on back side, and provide a highly compressible backer to minimize possibility of sealant extrusion from compressed joint. E. Joint Filler: Provide expanded neoprene complying with ASTM HOMMOCKS PARK APARTMENTS Mamaroneck, New York Joint Sealers PE&P Project No. 2570 07900-3 D-1056, Class SC (oil -resistant and medium swell ) , of 2 to 5 psi compression deflection (Grade SCE 41) ; except provide 13 to 17 psi compression deflection (Grade SCE 44) wherever filler is applied under sealant exposed to traffic. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS: A. Prior to work of this Section, carefully inspect the installed work of other trades and verify that such work is complete to point where this installation may properly commence. In the event of discrepancy do not proceed with installation until all such discrepancies have been fully resolved. 3.02 JOINT SURFACE PREPARATION: A. Clean joint surfaces immediately before installation of sealant. Remove dirt, insecure coatings, moisture and other substances which would interfere with bond of sealant. B. For polyurethane sealants, do not proceed with installation of sealant over joint surfaces which have been painted, lacquered, waterproofed or treated with water repellent or other treatment or coating unless a laboratory test for durability (adhesion) , in compliance with Paragraph 4.3.9 of FS TT-S-227 has successfully demonstrated that sealant bond is not impaired by the coating or treatment. If laboratory test has not been performed, or shows bond interference, remove coating or treatment from joint surfaces before installing sealant. C. Etch concrete surfaces to remove excess alkalinity, unless sealant manufacturer's printed instructions indicate that alkalinity does not interfere with sealant bond and performance. Etch with 5% solution of muriatic acid; neutralize with dilute ammonia solution, rinse thoroughly with water and allow to dry before sealant installation. D. Roughen joint surfaces on non-porous materials, wherever sealant manufacturer's data indicates lower bond strength than for porous surfaces. Rub with fine abrasive cloth or wool to produce a dull sheen. 3.03 INSTALLATION: A. Comply with sealant manufacturer's printed instructions except where more stringent requirements are shown or specified and except where manufacturer's technical representative directs otherwise. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Joint Sealers PE&P Project No. 2570 07900-4 B. Prime or seal the joint surfaces wherever recommended by the sealant manufacturer. Do not allow primer/sealer to spill or migrate onto adjoining surfaces. C. Install sealant backer rod for liquid elastomeric sealants, except where shown to be omitted or recommended to be omitted by sealant manufacturer for the application shown. D. Install bond breaker tape wherever shown and wherever required by manufacturer's recommendations to ensure that elastomeric sealants will perform properly. E. Employ only proven installation techniques, which will ensure that sealants will be deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of the joint bond surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are between a horizontal surface and a vertical surface, fill joint to form a slight cove, so that joint will not trap moisture and dirt. F. Install sealants to depths as shown or, if not shown, as recommended by sealant manufacturer but within the following general limitations, measured at center section of bead. 1. For walks, pavements and similar joints sealed with two-component, polyurethane sealant and subject to traffic and other abrasion and indentation exposures, fill joints to a depth equal to 75% of joint width, but neither more than 1" deep nor less than 1/2" deep. 2. For normal moving joints sealed with one component acrylic sealants, but not subject to traffic, fill joints to a depth equal to 50% of joint width, but neither more than 1/2" deep nor less than 1/4" deep. 3. For joints sealed with acrylic-latex sealant, fill joints to a depth in the range of 75% to 125% of joint width. G. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into the voids of adjoining surfaces. Use masking tape or other precautionary devices to prevent staining of adjoining surfaces, by either the primer/sealer or the sealant compound. H. Remove excess and spillage of compounds promptly as work progresses. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage, without damage to adjoining surfaces or finishes. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Joint Sealers PE&P Project No. 2570 07900-5 3.04 CURE AND PROTECTION: A. Cure sealant compounds in compliance with manufacturer's instructions and recommendations, in order to obtain high early bond strength, cohesive strength and surface durability. B. Adopt procedures as required for the curing and protection of sealants and caulking compounds during construction period, so that they will be without deterioration or damage (other than normal wear and weathering) at time of Owner's acceptance. END OF SECTION 07900 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Joint Sealers PE&P Project No. 2570 07900-6 SECTION 08210 - PRE-HUNG FLUSH WOOD DOORS PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Work of this Section includes furnishing and installing all flush hollow core wood doors with clear finish as required by Drawings. Included is shop finishing, prefitting and premachining for hardware. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06402: Wood door frames. B. Section 08710: Furnishing templates for finish hardware including bi -folding door hardware. 1 .04 QUALITY ASSURANCE: A. Flush Wood Doors: Comply with NWWDA Industry Standard I .S. 1 "Wood Flush Doors" of the National Wood Window and Door Manufacturer's Association, and A.W. I. Section 1300, IHC. B. Flush wood doors shall be as manufactured by one of the following: 1 . Glen Mar Door Mfg. Co. 2. Weyerhaeuser, Architectural Door Division 3. Ipik Door Co. , Inc. 1 .05 SUBMITTALS: A. Manufacturer's Data: Submit copies of door manufacturer's specifications and installation instructions for type of wood door required, including other data as may be required to show compliance with specified requirements. B. Samples: Samples will be reviewed for specie and finish only. Compliance with other requirements is the Contractor's exclusive responsibility. Submit samples for the following: 1 . Shop-Finished Doors: Submit 3 samples 1 ' -0" square, showing HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-Hung Flush Wood Doors PE&P Project No. 2570 08210-1 fully completed shop finish on same veneer and edge construction which will be used on the shop-finished doors. C. Guarantees: Submit 2 copies of written agreement in door manufacturer's standard form signed by each Manufacturer, and Installer and Contractor, agreeing to repair or replace any defective doors which have warped (bow, cup or twist) or which show photographing of construction below in face veneers. Guarantee shall also include refinishing and reinstallation which may be required due to repair or replacement of defective doors. Guarantee shall be in effect after date of acceptance for one (1) year. 1 .06 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Protect wood doors during transit, storage and handling to prevent damage, soiling and deterioration. comply with manufacturer's instructions and with the "On-Site-Care" requirements of NWWDA Pamphlet "Care and Finishing of Wood Doors" . B. Shop Finished Doors: Provide protective coverings at the factory prior to shipping. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS FOR MATERIALS AND FABRICATION: A. General : Provide pre-hung wood doors complying with the applicable requirements of NWWDA I.S.-1 for the kind and type of doors indicated and as further specified. 1 . Face Panels: Provide manufacturer's standard 2 or 3 ply face panels for flush wood doors, unless otherwise specified. 2. Exposed Surfaces: Provide same exposed surface material on both faces of each door, unless otherwise indicated. 3. Wood Frames: Provide finger-jointed white pine frames. 2.02 HOLLOW CORE WOOD DOORS: A. Hollow core doors for clear finish shall comply with the following: 1 . Faces: Plain sliced birch. 2. A.W. I . Grade: Custom. 3. Construction: IHC (institutional hollow core) . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-Hung Flush Wood Doors PE&P Project No. 2570 08210-2 4. Thicknesses: 1-3/4" and 1-3/8" (bi-fold doors) . B. Fabricate flush wood doors to produce doors in sizes indicated for job-site fitting. 2.03 SHOP FINISH: A. Prefinish all wood doors at factory. B. Comply with recommendations of A.W. I . for factory finishing of doors. C. Doors shall have a clear finish. D. Frames shall be field finished. 2.04 PREFITTING AND PREPARATION FOR HARDWARE: A. Prefit and premachine all wood doors and frames. B. Comply with tolerance requirements of NWWDA for machining doors for all required hardware. Comply with final hardware schedules and door frame shop drawings and with hardware templates and other essential information required to ensure proper fit. C. Before proceeding with machining, take accurate field measurements of hardware mortises in frames to verify dimensions and alignment. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS: A. Examine rough openings and verify that they are of the correct type and have been installed as required for proper hanging of corresponding doors. Do not proceed with installation until unsatisfactory conditions have been corrected in an acceptable manner. 3.02 INSTALLATION: A. Condition doors to average prevailing humidity in installation prior to hanging. B. Hardware: See Section 08710 - Finish Hardware. C. Manufacturer's Instructions: Install wood doors and frames in accordance with manufacturer's instructions and as shown. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-Hung Flush Wood Doors PE&P Project No. 2570 08210-3 D. Prefit Doors: Fit to frames and machine for hardware to whatever extent not previously worked at factory as required for proper fit and uniform clearance at each edge. E. Clearances: Provide clearances of 1/8" at jambs and heads; 3/4" from bottom of door to top of subflooring. F. Shop-Finished Doors: Restore finish on edges of shop-finished doors before installation, if fitting or machining is required at job site. 3.03 ADJUST AND CLEAN: A. Operation: Rehang or replace doors which do not swing or operate freely. B. Prefinished Doors: Restore finish or replace doors damaged during installation. C. Protection of Completed Work: Protect installed wood doors from damage or deterioration until final acceptance of work. END OF SECTION 08210 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-Hung Flush Wood Doors PE&P Project No. 2570 08210-4 SECTION 08215 - PRE-HUNG METAL DOORS PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Work of this Section includes but is not limited to the following: 1 . Preassembled fire doors. 2. Preassembled non-fire-rated doors. 3. Knockdown frame components for all doors. 4. Operable hardware. 5. Anchorages, attachments and shims. 6. Glass for glazed panels of preassembled doors. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Rough framed openings to receive pre-hung metal door work of this Section. B. Section 07200: Building insulation. C. Section 07900: Sealants and caulking. 1 .04 REFERENCES: A. Insulated Steel Door Systems Institute (ISDSI) : 1 . ISDSI-101 - Air Infiltration Performance Standard for Insulated Steel Door Systems. 2. ISDSI-103 - Minimum Acoustical Performance Standards for Insulated Steel Door Systems. 3. ISDSI-104 - Water Penetration Performance Standard for Insulated Steel Door Systems. 4. ISDSI-105 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcings. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-hung Metal Doors PE&P Project No. 2570 08215-1 5. ISDSI-106 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames. 6. ISDSI-107 - Thermal Performance Standard for Insulated Steel Door System. B. American Society for Testing and Materials (ASTM) : 1. ASTM E-283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors. 2. ASTM E-331 - Tests for Water Penetration of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Differentials. 3. ASTM E-330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors Under Uniform Static Air Pressure Difference 1 .05 QUALITY ASSURANCE: A. Performance Criteria: I . Entry door units shall withstand a structural pressure of 20 psf, applied in accordance with ASTM E-330, except where more stringent requirements are specified otherwise. 2. Air leakage, when tested in accordance with ASTM E-283 at 1.57 psf (25 mph) , must be 0.20 cfm/lineal ft. of crack length or less. 3. No water penetration shall be allowed, when tested in accordance with ASTM E-331 under maximum uniform pressure of 1 .57 psf for a period of fifteen (15) minutes at a rate of five gallons per hour per square foot. 4. Residual deflection or permanent deformation, in a direction normal to the plane of the assembly, of any framing member, at the completion of physical load testing, shall not exceed 0.4% of the span of the member. In addition, any residual deflection shall not cause any malfunction or impair the operation of the unit. 1 .06 SUBMITTALS: A. Manufacturer's specifications and installation instructions. B. Shop drawings indicating elevations, pertinent dimensions, general construction, component connections and locations, anchorage methods and locations, hardware locations, and installation details. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-hung Metal Doors PE&P Project No. 2570 08215-2 C. Testing laboratory reports certifying compliance with applicable performance requirements. D. Complete warranty information on unit and insulating glass. E. Upon completion of the project, submit Operation and Maintenance Manuals for all units supplied. F. Submit sample of entry door illustrating glazing system, quality of construction, and color of finish. 1 .07 MOCK-UP/SAMPLE INSTALLATION: A. Provide mockup sample installation for field testing unit performance requirements and to determine the acceptability of the unit installation methods. B. Approved mockup sample installation will represent minimum quality for the work. C. Mockup sample installation can be used within the work, if acceptable to the Architect. 1 .08 TESTING: A. Field testing of entry door units shall be conducted by an independent testing agency as selected by the Architect, with representatives from the Owner, Architect and door manufacturer present. 1 .09 DELIVERY OF MATERIALS: A. Deliver materials to the job site in manufacturer's original packaging undamaged, complete with installation instructions. B. Store off ground, under cover, protected from weather and construction activities. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURER: A. Entry door units as manufactured by Peachtree Doors, Inc. , Norcross, Georgia. 2.02 DOOR TYPES: A. Fire Rated Doors: Insulated "Firenze" entry doors. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-hung Metal Doors PE&P Project No. 2570 08215-3 B. Non-fire Rated Doors: Insulated "Avanti " entry doors. C. All doors in sizes and configurations indicated. 2.03 COMPONENTS - GARAGE AND STAIR ENTRY FIRE RATED DOORS: A. Steel Frame: 18 gauge steel frame sized for 4-9/16" thick wall , jambs reinforced at hinge and strike locations. Head and jambs shall be universal and reversible, mechanically joined at corners. Steel anchors provided for stud or masonry wall . The frame shall be certified and labeled to meet or exceed the requirements for a 1-1/2 hour (90 minute) fire rating. B. Panels: Panel make-up shall be 24 gauge steel skins assembled 24 gauge stiles and top rail , insert moulded steel and neoprene combination bottom rail and sweep, with a foamed-in-place polyurethane core, to a panel thickness of 1-3/4" . Polyurethane core shall be UL certified and approved Class II flame spread of 75 and a smoke rating of 450. The panel shall be certified and labeled to meet or exceed the requirements of a 1-1/2 hour (90 minute) fire rating. C. Hardware Preparation: Lock stiles shall be prepared to receive one (two) edge bore preparations. The steel skin faces shall be factory punched for one (two) face bores. Patented high density polyethylene crossbore inserts are installed prior to foaming of core, creating a reinforced hardware preparation after foaming. D. Hinges: Three 4" template butt type steel hinges per door panel with removable pins, fully mortised to jamb and door panel edge in US #4 dull brass finish. (4" spring loaded, fire rated steel hinges in US #4 dull brass finish) , (4" ball bearing steel hinges) . E. Weatherstripping: Dual leaf type rigid polyethylene with adhesive tape backing. F. Threshold/Sill : Low profile interior threshold/sill of aluminum with integral thermal break. G. Fabricate fire door assembly to accommodate the following Rough Opening tolerances: 1 . Vertical dimensions between high and low points: plus 1/4" , minus 0" . 2. Width dimensions: plus 1/4", minus 0" . 2.04 COMPONENTS - FRONT ENTRY DOORS: A. Frame: Head and jamb components are of toxic and preservative treated Ponderosa Pine, prime painted. Frame components rabbetted HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-hung Metal Doors PE&P Project No. 2570 08215-4 and coped for mechanical joining at corners. Jambs to be mortised for hinges or lock strike, with lock strike reinforced with steel security plate. Sill consists of an aluminum extrusion and prefinished adjustable (swing in only) oak threshold assembly to a subsill incorporating a concealed weep system. B. Panels: Panel make-up shall be 24 gauge steel skins assembled to precision moulded Ponderosa Pine stiles and top rail , insert moulded steel and neoprene combination bottom rail and sweep, with a foamed-in-place polyurethane core, to a panel thickness of 1-3/4" . Wood panel components shall be toxic and preservative treated Ponderosa Pine, prime painted. C. Glazing: Double-light sealed insulating glass shall meet the requirements of ASTM E-774, Class C or better. Glass components shall comply with ASTM C-1048, Type 1, quality q3, and ANSI Z97.1 . Glass to be factory glazed in a wrap-around lite surround, integrally installed into panel at time of panel assembly. D. Weatherstripping: Compression type polyethylene covered foam weatherstripping, coped for overlap at corners. E. Grilles: Removable stain grade Ponderosa Pine wood grilles shall be furnished unfinished fully framed with push pin type retaining hardware F. Aluminum Exterior Frame Trim: Snap-on tubular aluminum exterior frame trim shall be provided on 4-9/16" frame depth inswing units only, with profile to match other Peachtree systems. Aluminum shall be available finished with a thermosetting enamel coating in white. G. Fabricate entry door assembly to accommodate the following rough opening tolerances: 1 . Vertical dimensions between high and low points: plus 1/4", minus 0" . 2. Width dimensions: plus 1/4" , minus 0" . 2.05 FINISHES: A. Finish: Steel skin surfaces shall be cleaned and coated with a prime coat of baked enamel in grey color. Thermosetting exterior finishes shall pass the following tests: Adhesion . . . . . . . . . . . . . . . . . . . . . 1/16" cross-hatch Salt Spray Resistance . . . . . . . . 200 hours HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-hung Metal Doors PE&P Project No. 2570 08215-5 Humidity Resistance . . . . . . . . . . 500 hours Detergent Resistance . . . . . . . . . 3% @ 100 deg. F. - 100 hours Acid Resistance . . . . . . . . . . . . . . 10% muriatic - 15 minutes Alkali Resistance . . . . . . . . . . . . mortar spot test - 24 hours Direct Impact . . . . . . . . . . . . . . . . no film removal B. Wood members shall be toxic and preservative treated, and prime painted. PART 3 - EXECUTION 3.01 INSTALLATION: A. Install fire doors and entry doors in accordance with manufacturer's recommendations, to achieve weathertight and freely operating installation. B. Maintain alignment with adjacent work. Secure assembly to framed openings, plumb, square, without distortion. C. Place insulation in shim spaces around the unit perimeter, to maintain continuity of building thermal barrier in accordance with Section 07200. D. Install sealant and related backing materials between the door frames and the building, tightly and continuously, in accordance with Section 07900. E. Leave door units closed and locked. 3.02 FINAL CLEANING: A. Clean door panels and frames with a suitable material which will not adversely affect the painted finish. B. Protect each fire door and entry door and their components with suitable materials prior to cleaning the building surfaces. END OF SECTION 08215 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Pre-hung Metal Doors PE&P Project No. 2570 08215-6 SECTION 08305 - ACCESS DOORS PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. The extent of access doors and frames work for which the General Contractor is responsible shall be as follows: 1. Providing and installing access doors for gypsum wallboard partitions shown on Architectural Drawings. 2. Providing access doors for installation by the Site Work Contractor in new openings in concrete foundation walls. 3. Installation by General Contractor of access doors furnished by Heating, Electrical and Plumbing Contractors. B. The extent of access doors and frame work for which the heating, and plumbing contractor is responsible shall be as follows: 1. Each contractor shall provide all access doors necessary for access to work included intheir respective contracts. All access doors in concrete shall be installed by the site work contractor. All access panels in gypsum board partitions shall be installed by the General Contractor. Contractors shall be responsible for all required access doors whether shown or not. 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 03310: Preparation of openings in concrete foundations. B. Section 09250: Preparation of openings in gypsum wallboard walls and ceilings. C. Division 15: Mechanical work. D. Division 16: Electrical work. 1.04 QUALITY ASSURANCE: A. Approved Manufacturers: 1. Milcor, Inc. 2. J.L. Industries 3. Karp HOMMOCKS PARK APARTMENTS Mamaroneck, New York Access Doors PE&P Project No. 2570 08305-1 1 .05 SUBMITTALS: A. Shop Drawings: Submit shop drawings for fabrication and installation of access doors work. Include details of each frame type, door design types, conditions at openings, details of construction, location and installation requirements of finish hardware and reinforcements and all details required by Drawings. 1.06 DELIVERY, STORAGE AND HANDLING: A. Deliver access doors cartoned or crated to provide protection during transit and job storage. B. Inspect access doors upon delivery for damage. Minor damages may be repaired provided finish items are equal in all respects to new work and acceptable to Architect. Remove and replace unacceptable items. C. Store access doors and frames at project site under cover in a manner that will prevent rust and damage. PART 2 - PRODUCTS 2.01 MATERIALS: A. Access doors shall be flush panel type, fire rated, self-closing, key operated doors as manufactured by Milcor, Inc. , or products of Karp Associates Inc. or J.L. Industries. 1. Frame shall be 16 gauge steel and panel 20 gauge steel. 2. Flange for access doors shall be 16 gauge, 1" wide. 3. Prime coat shall be factory applied, baked on enamel, chemically bonded to the steel . 4. Hinges shall be concealed, spring type, opening to 1750. 5. Locks shall be flush, key operated cylinder lock, and shall have interior latch release. B. Non-fire Rated Access Doors: Where not required to maintain fire rating of wall or ceiling construction provide Milcor Style "DW" in sizes required to allow access for desired function. HOMMOCKS PARK APARTMENTS ' Mamaroneck, New York Access Doors PE&P Project No. 2570 08305-2 PART 3 - EXECUTION 3.01 INSTALLATION: A. Install access doors in locations indicated, or if not indicated where directed by Architect. B. Coordinate installation with trade responsible for providing wall openings of proper sizes and be responsible for the proper size openings. END OF SECTION 08305 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Access Doors PE&P Project No. 2570 08305-3 SECTION 08360 - SECTIONAL OVERHEAD DOORS PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. This Section includes sectional overhead doors, as follows: 1 . Steel frame and steel panels. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 09900: Finish painting. 1 .04 SUBMITTALS: A. Product data, roughing-in diagrams, and installation instructions for each type and size of overhead door. Include manufacturer' s operating instructions and maintenance data. B. Shop drawings for special components and installations which are not fully dimensioned or detailed in manufacturer's data. 1 .05 QUALITY ASSURANCE: A. Manufacturer Qualifications: Provide each sectional overhead door as a complete unit produced by a single manufacturer, including frames, sections, brackets, guides, tracks, counterbalance mechanisms, hardware, operators, and installation accessories. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. Sectional overhead doors as manufactured by The Overhead Door Company, Series 432. B. The following manufacturers will be acceptable subject to compliance with requirements: I . Raynor Garage Door Co. 2. Clopay Overhead Door Co. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sectional Overhead Doors PE&P Project No. 2570 08360-1 3. Wayne Dalton. 2.02 STEEL SECTIONS: A. Construct door sections from galvanized, structural -quality carbon steel sheets complying with ASTM A-446, Grade A, or ASTM A-526, with a minimum yield strength of 33,000 psi , and a minimum G60 zinc coating complying with ASTM A 525. 1 . Steel Sheet Thickness: 24 gage. 2. Exterior Section Face: Ribbed. B. Fabricate sections from a single sheet to provide units not more than 24 inches high, and nominally 1-3/8 inches deep. Roll horizontal meeting edges to a continuous shiplap, rabbeted, or keyed weather seal , with a reinforcing flange return. C. Enclose open section with 16-gauge galvanized steel channel , end stiles welded in place. Provide intermediate stiles, cut to door section profile, spaced at not more than 48 inches o.c. and welded in place. D. Reinforce bottom section with a continuous channel or angle conforming to bottom section profile. E. Reinforce sections with continuous horizontal and diagonal reinforcing, as required by door width and design wind loading. Provide galvanized steel bars, struts, trusses or strip steel , formed to depth, and bolted or welded in place. F. Insulate inner core of steel sections with manufacturer's standard glass-fiber, polystyrene, or polyurethane-foam type insulation. 1 . Enclose insulation with manufacturer's standard steel sheet secured to door panel . G. Finish door sections as follows: I . Pretreat zinc-coated steel with a zinc-phosphate conversion coating after cleaning. 2. Apply manufacturer's standard prime and finish coats, applied to interior and exterior door faces. 2.03 TRACKS, SUPPORTS, AND ACCESSORIES: A. Tracks: Provide manufacturer's standard, galvanized-steel track system, sized for door size and weight, and designed for clearances shown. Provide complete track assembly including brackets, bracing HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sectional Overhead Doors PE&P Project No. 2570 08360-2 and reinforcing for rigid support of ball -bearing roller guides for required door type and size. Slope tracks at proper angle from vertical , or otherwise design to ensure tight closure at jambs when door unit is closed. Bolt to track supports. B. Track Reinforcement and Supports: Provide galvanized-steel track reinforcement and support members. Secure, reinforce and support tracks as required for size and weight of door to provide strength and rigidity without sag, sway, and vibration during opening and closing of doors. C. Support and attach tracks to opening jambs with brackets to attach tracks to wall . Support horizontal (ceiling tracks) with continuous angle attached to track and supported by laterally braced attachments to overhead structural members at curve and end of tracks. D. Weather Seals: Provide continuous rubber, neoprene, or flexible vinyl adjustable weatherstrip gasket on bottoms of each overhead door. 2.04 HARDWARE: A. General : Provide rust-resistant hardware, galvanized fasteners, to suit type of door. B. Hinges: Provide heavy steel hinges at each end stile and at each intermediate stile, per manufacturer's recommendations for size of door. Attach hinges to door sections through stiles and rails with bolts and lock nuts or lock washers and nuts. Use rivets or self-tapping fasteners where access to nuts is not possible. Provide double-end hinges, where required, for doors exceeding 16 feet in width, unless otherwise recommended by door manufacturer. C. Rollers: Provide rollers, with steel ball bearings in case-hardened steel races, mounted with varying projections to suit slope of track. D. Lock cylinder is specified in Section 08710. 2.05 COUNTERBALANCING MECHANISM: A. Torsion Spring Counter Balance System: Provide helical wound oil tempered ASTM A229-71 torsion spring on continuous 14 gauge tubular shaft. Operation by torsion-spring counterbalance mechanism, consisting of adjustable-tension, tempered-steel torsion springs mounted on a cross header tube or steel shaft. Connect to door with galvanized aircraft-type lift cables. Provide springs calibrated for 10,000 cycles minimum. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sectional Overhead Doors PE&P Project No. 2570 08360-3 PART 3 - EXECUTION 3.01 INSTALLATION: A. General : Install door, track, and operating equipment complete with necessary hardware, jamb and head mold stops, anchors, inserts, hangers, and equipment supports according to shop drawings, manufacturer's instructions, and as specified. B. Fasten vertical track assembly to framing at not less than 24 inches o.c. Hang horizontal track from structural overhead framing with angle or channel hangers, welded and bolt-fastened in place. Provide sway bracing, diagonal bracing, and reinforcing as required for rigid installation of track and door-operating equipment. C. After completing installation, including work by other trades, lubricate, test, and adjust doors to operate easily, free from warp, twist, or distortion and fitting weathertight for entire perimeter. END OF SECTION 08360 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Sectional Overhead Doors PE&P Project No. 2570 08360-4 SECTION 08610 - WOOD WINDOWS -Ta\s 'AzToo (�\s k-v FoR PART 1 - GENERAL ��'`�'� #1 1.01 RELATED DOCUMENTS: A. General Contract Provisions and the Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. This Section includes the following aluminum-clad wood window types: 1. Double-Hung Window Units. 2. Nonoperative (Fixed) Window Units. 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Treated wood blocking and nailers. B. Section 06401: Exterior wood trim not included as part of the wood window units. C. Section 06402: Interior wood trim not included as part of the wood window units specified herein. D. Section 07900: Sealing joints between windows and adjacent materials. E. Section 09900: Finish painting of interior side of windows including trim. 1.04 SYSTEM PERFORMANCE REQUIREMENTS: A. Standards: Performance requirements for structural performance, air infiltration, and water penetration for wood windows are those specified in NWWDA I.S. 2 "Industry Standard for Wood Window Units. " B. Testing: Manufacturer's stock units of each grade of required wood window shall have been tested by a recognized testing laboratory or agency in accordance with ASTM E 283 for air infiltration, ASTM E 547 for water penetration, and ASTM E 330 for structural performance. Test samples shall comply with requirements in NWWDA I.S. 2 for test sample sizes and methods. C. Performance Requirements (Grade 40 Windows) : Each required window unit shall comply with the following performance requirements: HOMMOCKS PARK APARTMENTS Mamaroneck, New York Wood Windows PE&P Project No. 2570 08610-1 1. Air Infiltration: Not more than 0.25 cfm per sq. ft. of overall frame area at an inward test pressure of 1.57 lbf per sq. ft. 2. Water Penetration: No water penetration as defined in the test method at an inward test pressure of 4.43 lbf per sq. ft. 3. Structural Performance: No glass breakage, damage to hardware, permanent deformation that would impair operation of the unit, or residual deflection greater than 0.4 percent of the span at a positive (inward) and negative (outward) test pressure of 40 lbf per sq. ft. 4. Forced Entry Resistance: Provide window units that comply with requirements for Performance Level 10 when tested in accordance with ASTM F-588. 1.05 SUBMITTALS: A. General : Submit the following in accordance with Conditions of the Contract and Division 1 Specification Sections: 1. Product data for each type of wood window required, including: a. Standard construction details and fabrication methods. b. Profiles and dimensions of individual components. c. Data on hardware, accessories, and finishes. d. Recommendations for maintenance and cleaning exterior surfaces. 2. Shop drawings for each type of window specified. a. Layout and installation details, including anchors. b. Typical window unit elevations at 3/4-inch scale. c. Full-size details of typical and composite members. d. Hardware, including operators and limit stop device to limit window opening. e. Glazing details. f. Accessories. 3. Samples for Verification Purposes: The Architect reserves the right to require additional samples that show fabrication techniques and workmanship and design of hardware and accessories. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Wood Windows PE&P Project No. 2570 08610-2 4. Certification: Provide certification by a recognized independent testing laboratory or agency certifying that each required type and grade of window complies with performance requirements indicated. 5. Material Test Reports: Engage a recognized independent testing laboratory or agency to perform tests specified. Provide certified test results showing that each required type and grade of window complies with performance requirements indicated. 1.06 QUALITY ASSURANCE: A. Manufacturer Qualifications: Firms whose windows have been certified under the NWWDA "Hallmark Program" for wood window units are listed in the current NWWDA "Membership and Product Directory" and comply with requirements indicated. 1. Provide only wood window units bearing a NWWDA "Hallmark Program" label certifying compliance with requirements of NWWDA I.S. 2. B. Wood Window Standard: Comply with NWWDA I.S. 2 for standards of performance and fabrication workmanship for wood windows. C. Glazing Standards: Comply with recommendations of the Flat Glass Marketing Association (FGMA) "Glazing Manual" and "Sealant Manual" except where more stringent requirements are indicated. D. Insulating Glass Certification Program: Provide insulating glass units permanently marked with the appropriate certification label of the either the Insulating Glass Certification Council (IGCC) or the Associated Laboratories, Inc. (ALI) . Provide the certification label either on spacers or at least one component pane of each unit. E. Single Source Responsibility: Provide windows produced by a single fabricator who is capable of indicating prior successful production of units similar to those required. F. Design Concept: The drawings indicate window sizes, profiles, and dimensional requirements and are based on the specific types and models indicated. Window units by other manufacturers other than those listed in Article 2.01 and having equal performance characteristics may be considered, provided deviations from indicated dimensions and profiles are minor and do not change the design concept or intended performance as judged by the Architect. The burden of proof for equality is on the proposer. 1.07 PROJECT CONDITIONS: A. Field Measurements: Check actual window openings by accurate field measurement before fabrication. Show recorded measurements on final HOMMOCKS PARK APARTMENTS Mamaroneck, New York Wood Windows PE&P Project No. 2570 08610-3 shop drawings. Coordinate fabrication schedule with construction progress to avoid delay. 1. Where necessary, proceed with fabrication without measurements, and coordinate tolerances to ensure proper fit of window units. 1.08 WARRANTY: A. Wood Window Warranty: Submit a written warranty, executed by the window manufacturer, agreeing to repair or replace units that fail in materials or workmanship within the specified warranty period. Failures include, but are not necessarily limited to: 1. Structural failures, including excessive deflection, excessive leakage, or air infiltration. 2. Faulty operation of window sash or hardware. 3. Deterioration of metals, finishes, and other materials beyond normal weathering. 4. Seal failure or pressure cracking of insulating glass units. B. Warranty Periods: 3 years after the date of Substantial Completion for windows; 10 years after the date of Substantial Completion for window glass. C. The warranty shall not deprive the Owner of other rights or remedies that the Owner may have under other provisions of the Contract Documents and is in addition to and runs concurrent with other warranties made by the Contractor under requirements of the Contract Documents. PART 2 - PRODUCTS 2.01 MANUFACTURERS: A. Available Manufacturers: Andersen Perma-Shield Narroline double-hung as manufactured by Andersen Corporation, Bayport, Minnesota. 2.02 MATERIALS A. Wood: 1. All wood members shall be made from a species approved in NWWDA I .S.2-87. 2. Wood sash and frame members shall be treated with a water repellent preservative after machining in accordance with NWWDA I .S. 4. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Wood Windows PE&P Project No. 2570 08610-4 3. Wood parts completely encased in rigid vinyl shall be incised before treatment. B. Rigid vinyl where specified shall meet the requirements of ASTM D1784, class 14344-C Color: white. C. The outer frame members shall consist of a treated wood core completely encased in a seamless (white rigid vinyl extrusion .031 inch thickness) . The sill shall consist of a treated wood core completely encased in a seamless vinyl (white - rigid extrusion .050 inch thickness on exposed surfaces and .036 inch thickness on non-exposed surfaces) . D. Jamb and head liners for operating units shall be .030 inches rigid vinyl extrusions secured to wood members by barbed legs or screws. Stationary picture window jamb and head liners shall be 0.30 inches rigid vinyl extrusions secured to wood members by barbed legs. Provisions shall be made in design to allow removal of sash for replacement or maintenance. E. Sash 1. All sash members will be in-line treated with a preservative - water repellent - conductive solution in accordance with NWWDA I.S. - 4. 2. A polyreau stabilizer minimum 1.5 mil dry thickness, shall be applied on exterior surfaces of assembled sash. 3. A finish coat minimum 1.5 mil dry thickness, shall be applied over stabilized exterior surfaces. 4. Picture Sash a. Picture sash members shall consist of treated wood core completely encased in a seamless rigid vinyl extrusion .047 inch thickness. Corners shall be heat welded. b. Picture sash stops on inside shall be wood pieces machined from clear material approved in NWWOA I.S.2-87 and dried to a moisture content of six to twelve percent before fabrication. c. Picture sash shall have tri-extrusion bottom rail filler. It will be of white rigid vinyl extrusion with flexible vinyl sealing leg along bottom edge of contact sill. F. Glazing 1. Sash shall be factory glazed with elastic sealants and snap-in rigid vinyl beads. 2. Glass shall be double pane insulating glass. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Wood Windows PE&P Project No. 2570 08610-5 3. Stationary picture window units shall be factory glazed in a sash with double pane insulating glass. Sash shall be factory glazed with an elastic glazing sealant and a snap-in vinyl bead on the exterior. G. Weatherstripping 1. Horizontal weatherstripping shall be gasket-type vinyl-covered foam in top and bottom rails. Check rail weatherstripping shall be santoprene bulb covered with low friction plastic coating secured to glass filled polypropylene base and with end felt pads around parting stops. 2. Vertical weatherstripping shall be polypropylene channels in contact with ribs in jamb liners. 3. When tested in accordance with procedures of ASTM E 283, total air infiltration shall average .17 dfm per crack foot of perimeter when subjected to a pressure equivalent to a 25 mph wind. (1.56 psf) . 4. When tested in accordance with procedures of ASTM E 547, no water shall pass the interior face of unit when subjected to a pressure of 2.86 psf for fifteen minutes. 5. Weatherstripping shall be factory applied. H. Hardware 1. One zinc die cast lock (stone color finish) shall be recessed and factory installed in sash. 2. One polystyrene sash lift in stone color finish, shall be recessed and factory installed on sash. 3. Top and bottom sash shall be fitted with balances consisting of power spring with grooved take-up drum and 100 lb. test nylon cord. Balances shall be designed to counterbalance weight of various sizes and glazings to assure easy operation. I . Insect Screens Venting sash shall be furnished with an insect screen including attaching hardware. Insect screen frames shall be .020 inch rolled aluminum. Frame shall have chromate conversion coating and white high-bake vinyl finish. Insect screen cloth shall be aluminum 18 x 16 mesh gun metal finish. Corner locks for holding insect screen frame together shall be white rigid vinyl at four corners. Latch retainers shall be white rigid vinyl. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Wood Windows PE&P Project No. 2570 08610-6 J. Exterior Trim and Mullion Joiners 1. Where indicated on drawings, vinyl trim strips and Perma-Shield casing shall be used for angled, narrow, or support mullions. a. Trim strips shall be rigid vinyl extrusions as supplied by window manufacturer for use on same product line. b. Perma-Shield casing wood core shall be treated with water repellent preservative after machining in accordance with NWWDA I .S. 4. 2. Where indicated Perma-Shield casing - 3/4 inch and rigid vinyl channels shall be used for exterior trim or casing. a. Plywood substrates shall be in accordance with U.S. Product Standards P.S. 1-74. b. Perma-Shield casing shall have .043 inch thick vinyl with textured surface on 3/4 inch thick plywood. c. Trim channels for finishing cut edges shall be rigid vinyl extrusion as supplied by window manufacturer for use on same color product line. K. Sill Stool 1. Wood pieces shall be machined from clear material. PART 3.00 - EXECUTION 3.01 EXECUTION A. Before installation is commenced, opening shall be inspected and surfaces shall be clean and dry. B. Verify that rough opening is correct. Sill plate shall be level . 3.02 PREPARATION A. Open carton and remove window. Verify that parts have been removed and inspect product before disposing of carton. B. Remove protection blocks. C. Close and lock operating sash. 3.03 INSTALLATION A. Installer shall conform to installation instructions and manufacturers installation instruction sheets. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Wood Windows PE&P Project No. 2570 08610-7 B. Wood frame construction: 1. Center window in opening, install units making sure that sills and heads are level , jambs are plumb, shim where necessary. Shim under sill at side jambs. 2. Nail one top corner first, then level window unit and nail opposite corner. 1-3/4" inch roofing nails are recommended. Leave adequate clearance for caulking around entire perimeter. 3. Square window, check reveal around sash perimeter, and nail remaining two corners. 4. Shim and block as required, check width at center to avoid "hourglass" or bowed out installation. Complete nailing. 3.04 EXTERIOR FINISHING A. Caulk, around perimeter of window after exterior finish is applied. B. Application of vinyl trim strip to wood filler for support mullion. 1. Insert wood filler manufactured by window manufacturer into mullion space with saw kert exposed. 2. Nail with 8d casing nails, start flush with bottom sill , and avoid nailing into saw kerf. 3. Apply vinyl strip starting flush with bottom of sill. Press leg into saw kerf and seat firmly with wood block and hammer. 4. Apply 8 inch piece of vinyl head flashing with vinyl-to-vinyl adhesive as recommended by manufacturer. Tape down ends of flashing until adhesive has set. C. Application of Perma-Shield casing and rigid vinyl channels. 1. Install according to manufacturer's instructions. 2. Perma-Shield casing shall be cut to desired dimension, allowing 1/8 inch caulk joint. Cut material so as not to chip vinyl sheathing. 3. Cut edges shall be capped with rigid vinyl channels as per manufacturer's instructions. 4. Perma-Shield casing shall be secured with pump grade construction adhesive and nailed with 8d galvanized casing nails to hold trim until adhesive reaches full strength. 5. Caulking shall be with a similar color silicone sealant according to sealant manufacturer's recommendations between window and vinyl trim and between exterior finish and vinyl trim. Nail heads shall be covered with silicone sealant. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Wood Windows PE&P Project No. 2570 08610-8 3.05 INTERIOR FINISHING A. Application of sill stop or stool: 1. Apply butyl sealant to mortised areas of the side jambs and sill . Also in groove of sill stop. 2. Position sill stop or stool flush with inside of sill and allow adequate clearance between sash and stop or stool . 3. Nail with 1 inch finishing nails through top of stop or stool into sill . 3.06 CLEANING A. Clean vinyl surfaces to remove soil without using abrasive cleaners or solutions containing corrosive solvents. B. Glass and hardware must be protected from acid solutions commonly used to wash brick. Clean acid from these areas with clear water to prevent etching. C. Remove debris from work site. D. Leave window units in closed and locked position. E. Provide both interior and exterior protection of window units structure is sealed from the weather. END OF SECTION 08610 V HOMMOCKS PARK APARTMENTS Mamaroneck, New York Wood Windows PE&P Project No. 2570 08610-9 SECTION 08710 - FINISH HARDWARE PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division I apply to Work of this Section. 1 .02 WORK SUMMARY: A. Work of this Section includes all labor, materials, equipment and services necessary to furnish all the finish hardware as shown on Drawings and specified herein. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06400: Installation of finish hardware. B. Section 08210: Pre-hung flush wood doors. C. Section 08215: Prehung metal doors. D. Section 08350: Folding doors. 1 .04 QUALITY ASSURANCE: A. Provide materials, assemblies, equipment and services from a single source for each category from the same manufacturer. B. Contractor shall bring to the Architect's attention, any items of finish hardware which cannot be installed or will not function properly. C. For fire rated openings provide hardware complying with NFPA 80. Provide hardware which has UL approval for the intended use. 1 .05 SUBMITTALS: A. Manufacturer's Data: Submit two (2) copies of the manufacturer's data for each item of hardware. Include whatever information may be necessary to show compliance with requirements. B. Hardware Schedule: Submit five (5) copies of the hardware schedule in the manner and format specified, comply with the actual construction progress schedule requirements. Furnish initial draft of schedule at the earliest possible date, in order to facilitate the fabrication of other work. Furnish final schedule after samples, manufacturer's data sheets have been approved. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Finish Hardware PE&P Project No. 2570 08710-1 C. Keying Schedule: A key schedule showing all key numbers and spaces to which each permits entry, shall be provided. Consult with Owner before submitting final key schedule. 1 .06 PRODUCT HANDLING: A. Handle, store, distribute, protect and install in accordance with the manufacturer's instructions. Deliver packaged material in original containers with seals unbroken and labels intact. Deliver assemblies completely identified and with adequate protection for storage, handling and installation. B. Provide secure lock-up for hardware delivered to the project, but not yet installed. Control the handling and installation of hardware which are not immediately replaceable, so that completion of the work will not be delayed by hardware losses; both before and after installation. PART 2 - PRODUCTS 2.01 MATERIALS AND FABRICATION: A. Hand of Door: The Drawings show the swing or hand of each door leaf. Furnish each item of hardware for proper installation and operation of the door swing shown. B. Fasteners: Manufacture hardware to conform to published templates generally prepared for machine screw installation. Do not provide hardware which has been prepared for self-tapping sheet metal screws. C. Screws: Furnish screws for installation, with each hardware item. Finish exposed screws to match the hardware finish. D. Field Checks: Make periodic checks during installation of finish hardware to ascertain the correctness of the installation. After completion of the work, certify in writing, that all items of finish hardware have been installed, adjusted and are functioning in accordance with Specification requirements. 2.02 DESCRIPTION OF PRODUCTS: A. Hinges: 1 . All hinges shall be furnished by door supplier. B. Locksets, Latchsets, Etc. : 1 . All locksets and Latchsets shall have the following features: HOMMOCKS PARK APARTMENTS Mamaroneck, New York Finish Hardware PE&P Project No. 2570 08710-2 a. Proper lip lengths as required. 2. Trim design shall be as follows: a. Typical Unit Entry Door and Stair Entry Door: Schlage Plymouth. b. Typical Ground Floor Unit Entry Doors: Schlage Jupiter. c. Typical Unit Interior Doors: Schlage Plymouth. C. Keys, Keying, Cylinders and Key Cabinet: 1. Keys: Shall be nickel silver. Furnish the following quantities: a. Master Keys 10 each group b. Change Keys 3 each cylinder 2. Keying: All locks shall be masterkeyed as directed by the Owner. 3. Attic Stock: Provide five additional cylinders for owner's use. 4. Key Cabinet: Provide a key control system including envelopes, labels, tags with self-locking key clips, receipt forms, 3-way visible card index, temporary markers, permanent markers and standard metal cabinet with locked access. Capacity for 150% of the number of locks required for this project. Instruct Owner's Representative on the operation of key cabinet. D. Hardware Finish: 1. All hardware finishes shall be US4. E. Manufacturers: 1. Locksets, Latchsets Schlage 2. Dome Stops Quality 3. Door Pull Quality 4. Door Viewer Quality 5. Hinges, Bi-fold Hardware Stanley 6. Viewing Mirror Auth Chimes HOMMOCKS PARK APARTMENTS Mamaroneck, New York Finish Hardware PE&P Project No. 2570 08710-3 7. Magnetic Catches Ives PART 3 - EXECUTION 3.01 GENERAL: A. Approval : As soon as practical after award of Contract and before a hardware schedule is prepared, and before any hardware is ordered or delivered to the project, the Contractor shall submit to the Architect for his written approval , copies of sample list, listing each of the different items of builders hardware and catalog cuts of each item. B. Templates: As soon as the hardware schedule is approved the hardware supplier shall furnish to the various fabricators, required templates for fabrication purposes. Templates shall be made available not more than ten (10) days after receipt of the approved hardware schedule. C. Packaging and Marking: All hardware shall be shipped with proper fastenings for secure application. Each package of hardware shall be legibly marked indicating the part of the work for which it is intended. Markings shall correspond with the item numbers shown on the approved hardware schedule. Keys shall be tagged within each package set and plainly marked on the face of the envelope with the key control number, door designation and all identification as necessary. D. Delivery: Delivery shall be made to the project site to the attention of the General Contractor. Where delivery of special hardware is required at any fabricator's plant, the hardware supplier shall make such delivery. 3.02 INSTALLATION: A. Mount hardware units at heights recommended in "Recommended Locations for Builders Hardware" by BHMA, unless otherwise noted or directed by the Architect. B. Install each hardware unit in compliance with manufacturer's recommendations. 3.03 ADJUST AND CLEAN: A. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Lubricate moving parts with type lubrication recommended by manufacturer. Replace units which cannot be adjusted. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Finish Hardware PE&P Project No. 2570 08710-4 B. Wherever hardware installation is made more than one (1) month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance, make a final check, and adjust all hardware items in such space or area. Adjust door control devices and compensate for final operation of heating and ventilating equipment. C. Instruct Owner's personnel in proper adjustment and maintenance of hardware and hardware finishes. during the final adjustment of hardware. 3.04 HARDWARE SETS: HW SET NO. 1 (Typical Apartment Entry Door at Ground Floor - Typical for 18) Each door to have: 1 Lever Passage Lock - Schlage 46S51PD 1 Single Cylinder Deadbolt Lock - Schlage #B160N 1 One-way Viewing Mirror - Auth Chimes 46686 1 Dome Stop - Quality 46331 1 Set Hinges - Stanley 46WRRD 741 or equal by door manufacturer HW SET NO. 2 (Typical Apartment Entry Door at Second Floor - Fire Rated - Typical for 36) Each door to have: 1 Passage Latch - Schlage #AIDS 1 Single Cylinder Deadbolt Lock - Schlage #B160N 1 Door Viewer - Quality 46852 1 Dome Stop - Quality 46331 x 332 1 Set Self-closing Spring Hinges - Stanley 46206OR or equal by door manufacturer HW SET NO. 3 (Typical Ground Floor Entry Door to Stair - Typical for 22) Each door to have: 1 Classroom Lock - Schlage 46A70PD 1 Door Viewer - Quality 46852 1 Dome Stop - Quality 46331 1 Set Hinges - Stanley 46WRRD741 or equal by door manufacturer HOMMOCKS PARK APARTMENTS Mamaroneck, New York Finish Hardware PE&P Project No. 2570 08710-5 HW SET NO. 4 (Typical Entry Door at Garage, Fire rated - Typical for 18) Each door to have: 1 Passage Latch - Schlage #AIDS 1 Single Cylinder Deadbolt Lock - Schlage #B160N 1 Dome Stop - Quality 46331 1 Set Self-closing Spring Hinges - Stanley 46206OR or equal by door manufacturer HW SET NO. 5 (Typical Bedroom Doors) Each door to have: 1 Passage Latch - Schlage MOS 1 Dome Stop - Quality 46331 x 332 1 Set Hinges - Stanley 46RD758 HW SET NO. 6 (Typical Bath Doors) Each door to have: 1 Privacy Lock - Schlage 46A40S 1 Dome Stop - Quality 46331 x 332 1 Set Hinges - Stanley 46RD758 HW SET NO. 7 (Loft Level Mechanical Rooms) Each pair to have: 1 Storeroom Lock - Schlage 46A80PD 1 Set Hinges - Stanley 46RD758 HW SET NO. 8 (Typical Single Closet Door) Each door to have: 1 Cabinet Knob - Quality 46492 1 Magnetic Catch - Ives 46326 1 Set Hinges - Stanley #RD758 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Finish Hardware PE&P Project No. 2570 08710-6 HW SET NO. 9 (Typical Bi-fold Doors) Each pair to have: 2 Cabinet Knobs - Quality 4492 1 Packaged Bi-fold Door Hardware Set - Stanley Series No. 2900 (Class No. to suit weight of doors) HW SET NO. 10 (Typical Meter Room Doors) Each pair to have: 1 Safety Hasp - Stanley #CD346 3 Pair Hinges - Stanley (as required) Welded to metal door frame 3 Cane Bolts - Stanley #1010 END OF SECTION 08710 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Finish Hardware PE&P Project No. 2570 08710-7 SECTION 09250 - GYPSUM DRYWALL PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Work of this Section includes all required gypsum drywall partitions, including chase partitions, shaft wall enclosures, ceilings, fascias, soffits, etc. , including all required studs, boards, resilient channels, accessories and finishing. B. 1" thick gypsum panels at terminations of all two (2) hour fire walls, as shown on the Drawings. C. Included are sound rated walls and ceilings and soundproofing of all penetrations through these ceilings and walls. Refer to the Contract Drawings for locations and types. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Wood framing. B. Section 07200: Building insulation. C. Section 07270: Firestopping. D. Section 09900: Finish painting. 1 .04 QUALITY ASSURANCE: A. Fire-Resistance Ratings: Comply with fire-resistance ratings as indicated and as required by governing authorities and codes. Provide materials, accessories and application procedures which have been listed by UL or tested in accordance with ASTM E119 for the type of construction shown. Refer to Contract Drawings for types. B. Acoustical Ratings: Comply with (STC) Acoustical ratings as required and based on type of construction as indicated on the Drawings. Provide materials, accessories, including fasteners, seals, resilient channels, sealants and application procedures which have been listed by manufacturer or tested in accordance with ASTM E90 for the type of construction shown. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Gypsum Drywall PE&P Project No. 2570 09250-1 C. Industry Standard: Comply with applicable requirements of GA-216 "Application and Finishing of Gypsum Board" by the Gypsum Association, except where more detailed or more stringent requirements are indicated, including the recommendations of the manufacturer. D. Gypsum board materials and systems shall be by one of the following. Materials from more than one (1) manufacturer may not be used in a system or assembly: 1 . Georgia-Pacific Corp. 2. Gold Bond Building Products 3. U. S. Gypsum Co. E. Tolerances: Do not exceed a variation of 3/16" in 8' -0", and 1/8" in 5' -0", from plumb, level and flat (all directions) ; and do not exceed 1/16" offset of planes at joints between panels. Shim panels as necessary to comply with tolerances. 1 .05 SUBMITTALS: A. Manufacturer's Data: Submit Manufacturer's specifications and installation instructions for each type of gypsum wallboard system component, including other data as may be required to show compliance with the Specifications and applicable New York State Building Codes. B. Certification: Provide certification for fire resistance ratings and to design designations in UL "Fire Resistance Directory" and as acceptable to authorities having jurisdiction. 1 .06 PRODUCT HANDLING: A. Coordinate delivery with installation to minimize storage periods at the Job Site. Deliver in manufacturer's unopened containers, bundles or packages, fully identified with manufacturer's name, brand, type and grade. Protect from weather, soiling and damage, using handling equipment and storage techniques recommended by manufacturer. 1 .07 JOB CONDITIONS: A. Examine the spaces in which, and the substrates to which, gypsum wallboard systems are to be applied and the conditions under which systems are to be installed. Remedy any conditions detrimental to the proper and timely completion of the Work. Do not proceed with installation until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. B. Temperature and Humidity Conditions: Do not install joint HOMMOCKS PARK APARTMENTS Mamaroneck, New York Gypsum Drywall PE&P Project No. 2570 09250-2 treatment compounds unless installation areas comply with the minimum temperature and ventilation requirements recommended by manufacturer. PART 2 - PRODUCTS 2.01 GYPSUM BOARD PRODUCTS: A. Exposed Gypsum Board: Comply with ASTM C-36 for exposed gypsum board, hereby defined to include work indicated for painted finish and similar forms of decoration, as well as unfinished work. 1 . Type X: Provide Type X where indicated and where required to achieve indicated fire-resistance ratings. 2. Moisture-Resistant Type: Comply with ASTM C-630. Provide standard taper long edge profile where indicated to receive paint finish. Do not use for ceiling work. Use moisture resistant type where required by Drawings. 3. Thickness: 1/2" and 5/8" (see Drawings) . 4. Sheet Size: 4' wide x maximum length available (8' -0" minimum) which shall minimize number of end joints in work. 5. Long-Edge Profile: Standard taper. B. Coreboard Wallboards: I . Gypsum Wallboards: Manufacturer's special gypsum coreboard of backing board, 1" thick, of the type indicated and as required to comply with system performance requirement. 2.02 TRIM ACCESSORIES: A. General : Provide manufacturer's standard metal trim accessories, of beaded type with face flanges for concealment in joint compound, except where semi-finishing or exposed type is indicated. 1 . Provide corner beads at external corners. 2. Provide edge trim of shape indicated where edge of gypsum board would otherwise be exposed or semi -exposed: L-type for tight abutment at edges, otherwise U-type, except special kerfed type where kerf is provided in adjoining work. 3. Provide resilient slip-on type PVC edge trim (semi-finishing) where indicated and for juncture of walls and partitions with ceilings, and where partitions abut exterior metal frames. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Gypsum Drywall PE&P Project No. 2570 09250-3 2.03 MISCELLANEOUS MATERIALS: A. Laminating Adhesive: Type and grade of adhesive or compound as recommended by manufacturer, for laminating boards in applications as indicated. B. Gypsum Board Fasteners: Comply with GA-216, and with gypsum board manufacturer's recommendations. 1 . Gypsum Board Nails: ASTM C-514. C. Acoustical Sealant: Non-shrinking, non-migrating, non-staining sealant of either non-drying or permanently elastic type, as recommended by the gypsum board manufacturer. Where exposed to view, provide paintable type acoustical sealant, either latex or acrylic based type, or acrylic-latex type. D. Sound Attenuation Blankets: Semi -rigid (friction-fit) spun mineral fiber blanket without membrane covering; flame-spread; smoke and fuel rating of less than 25 (UL-723) , ASTM C-665, Type I ; thicknesses as indicated. E. Joint Treatment Materials: 1 . Joint Tapes: Plain or perforated complying with ASTM C-475. 2. Joint Compound: Adhesive with or without fillers complying with ASTM C-475. Provide in dry powder form or premixed form ready for application. PART 3 - EXECUTION 3.01 INSTALLATION AND WORKMANSHIP: A. Installation of Gypsum Wallboard: 1 . General : a. Standards: Comply with the requirements of ANSI A97. 1 "Standard Specifications for the Application and Finishing of Wallboard". b. Provide wallboard of the thickness shown, or, if not shown, provide not less than the minimum thickness recommended by manufacturer for applications shown. c. Do not install imperfect, damaged, or damp panels. Butt panels together for a light contact at edges and ends and with not more than 1/16 inch of open space between panels. Do not force into place. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Gypsum Drywall PE&P Project No. 2570 09250-4 d. Do not place tapered edges against cut ends or edges. Tapered edges shall but tapered edges. Avoid joints at corners of framed openings where possible. e. Install 1" coreboard in accordance with details and manufacturer's instructions. 2. Single Layer Applications: a. Ceilings: On ceilings, apply gypsum panels prior to wall application to the greatest extent possible. Apply wallboard with long dimension at right angle to supports with end joints located over supports. Use maximum practical length boards to minimize end joints. Stagger end joints in alternate courses of boards and locate as far away from center of ceiling as possible. Fasten to wood supports and/or resilient channels with single nailing. b. Walls: Fasten gypsum wallboard with single nailing. Comply with standards and manufacturer' s instructions. 3. Double-Layer Applications: a. For double-layer attachment, attach base layer to wood supports with nails and face layer with laminating adhesive and supplementary fasteners. Apply both layers of gypsum panels vertically with joints in face layer offset from base layer joints by at least one stud. On tall walls offset end joints also. B. Insulation: Partitions shall be insulated with sound-attenuating blankets where indicated on Drawings. Install sound attenuating blankets where indicated prior to installing gypsum panels. C. Finishing: I . Finish exposed wallboard surfaces with joints, corners and exposed edges reinforced or trimmed as required, and with all joints, fastener heads, trim accessory flanges and surface defects filled with at least three (3) coats of joint compound feathered out onto panel faces and sanded in accordance with manufacturer's recommendations for a smooth, flush surface. Form true, level or plumb lines, without joints, fastener heads, flanges or trim accessories, or defects visible after application of field-applied decoration. 2. Use joint tape to reinforce joints formed by tapered edges or butt ends of drywall units and at interior corners and angles. Set tape in joint compound, then apply skim coat over tape in one application. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Gypsum Drywall PE&P Project No. 2570 09250-5 3. Reinforce external vertical and horizontal corners with corner beads. 4. Application of Joint Compounds: After mixing, do not use joint compounds if recommended pot-life time has expired. Allow drying time between applications of joint compound in accordance with manufacturer's recommendations for the relative humidity and temperature levels at the time of application. END OF SECTION 09250 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Gypsum Drywall PE&P Project No. 2570 09250-6 SECTION 09650 - RESILIENT FLOORING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to work of this Section. 1 .02 WORK SUMMARY: A. Provide and install all resilient flooring and related accessories indicated on the Drawings, the Schedule of Finishes and generally consisting of the following: 1 . Sheet vinyl flooring. 2. Vinyl stair treads. 3. Vinyl base. 4. Resilient flooring accessories. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Installation of wood flooring underlayment to receive work of this Section. 1 .04 SUBMITTALS: A. Manufacturer's Data: 1 . Submit manufacturer's technical data and installation instructions for each type of resilient flooring and accessory. B. Samples: 1 . Submit samples of each color and finish of resilient flooring and accessory required. Provide 12" square samples of sheet flooring and 6" long sample of vinyl stair tread and of each accessory. Include full range of flooring color and pattern variation. C. Maintenance Instructions: 1 . Submit manufacturer's written instructions for recommended maintenance practices for each type of resilient flooring and accessory. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Resilient Flooring PE&P Project No. 2570 09650-1 PART 2 - °RODUCTS 2.01 MATERIALS: A. Vinyl Sheet Flooring: .085" thick sheeting conforming to FS L-F-475A(3) , Type II , Grade C; wear layer construction. Sheet flooring shall be Fundamentals Solarian by Armstrong. Color as selected by the Architect. 1. Adhesive: Specially formulated adhesive as recommended by sheet flooring manufacturer. B. Vinyl Wall Base: Unless otherwise shown, base shall be top-set cove style, 4 inches high (unless otherwise indicated) by 1/8-inch thickness and shall be furnished in rolls, with matching end stops and preformed or molded exterior and interior corner units; conform to FS SS-W-40, Type II. Color(s) shall be as selected by Architect from Johnsonite a Division of Duramax, Inc. C. Vinyl Edging Strips: Unless otherwise indicated, edge strips shall be 1/8-inch thick, by not less than 1-inch wide homogeneous vinyl with tapered edge and color to match flooring or as selected by the Architect from manufacturer's standard colors. D. Vinyl Stair Treads: Products of style suitable for use indicated and complying with FS RR-T-650, Composition B. 1. Design: As indicated. 2. Nosing Style: Square, 1-1/4". 3. Thickness: 3/16" tapering to 3/32" at back edge. 4. Size: Lengths and depths to fit each stair tread in one piece. E. Underlayment compounds shall be water-resistant type and of consistency recommended and approved by the flooring manufacturer for the type and condition of the surface to be covered. Use underlayment compound in accordance with the manufacturer's printed instructions. F. Adhesives (cement) for wall bases and vinyl treads shall be waterproof, stabilized type as recommended by flooring and tread manufacturer. Asphalt emulsions and other non-waterproof types not acceptable. G. Attic Stock: Provide one 6'-0" wide x 20'-0" long roll of vinyl flooring, provide 20 linear feet of vinyl base. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Resilient Flooring PE&P Project No. 2570 09650-2 PART 3 - EXECUTION 3.01 JOB CONDITIONS: A. Continuously heat areas to receive flooring to 70 degrees F. for at least 48 hours prior to installation, when project conditions are such that heating is required. Maintain 70 degrees F. temperature continuously during and after installation as recommended by flooring manufacturer, but for not less than 48 hours. 3.02 PREPARATION: A. Prior to laying flooring, broom-clean or vacuum surfaces to be covered and inspect subfloors. Start of flooring installation indicates acceptance of subfloor conditions and full responsibility for completed work. 3.03 INSTALLATION: A. General : 1 . Install flooring after finishing operations, including painting, have been completed and permanent heating system is operating. 2. Place flooring with adhesive cement in strict compliance with manufacturer's recommendations. Butt tightly to vertical surfaces, nosings, and edgings. Scribe around obstructions and to produce neat joints, laid tight, even, and straight. Extend flooring into toe spaces, door reveals, and into alcoves, closets and similar openings. 3. Tightly cement flooring to subbase without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, or other surface imperfections. B. Sheet Flooring: 1 . Lay sheet flooring to provide as few seams as possible with economical use of materials. Match edges for color shading and pattern at seams in compliance with manufacturer's recommendations, such as reversing adjoining sheets of same roll , so that abutting edges are from same edge of roll . 2. Adhere joints in vinyl sheet flooring in compliance with the manufacturer's instructions to provide monolithic installation. C. Accessories: 1 . Apply resilient base to walls, pilasters, base of kitchen HOMMOCKS PARK APARTMENTS Mamaroneck, New York Resilient Flooring PE&P Project No. 2570 09650-3 cabinets and other permanent fixtures in rooms or areas where base is required. Install base in as long lengths as practicable, with preformed corner units, or fabricated from base materials with mitered or coped inside corners. Tightly bond base to backing throughout the length of each piece, with continuous contact at horizontal and vertical surfaces. 2. Apply resilient stair treads to stairs as indicated and according to manufacturer's instructions. 3. Place resilient edge strips tightly butted to flooring and secure with adhesive. Install edging strips at all unprotected edges of flooring, unless otherwise shown. 3.04 CLEANING AND PROTECTION: A. Cleaning: 1 . Remove any excess adhesive or other surface blemishes, using neutral type cleaners as recommended by flooring manufacturer. 2. Sweep or vacuum floor thoroughly. 3. Do not wash floor until after time period recommended by resilient floor tile manufacturer. 4. Damp-mop flooring to remove black marks and soil . B. Protect flooring against mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Use protection methods indicated or recommended by tile manufacturer. 1 . Cover floors with undyed, untreated building paper until inspection for Substantial Completion. 2. Do not move heavy and sharp objects directly over flooring. Place plywood or hardboard panels over floors and under objects while they are being moved. Slide or roll objects over panels without moving panels. C. Clean flooring not more than 4 days prior to dates scheduled for inspections intended to establish date of Substantial Completion in each area of Project. Clean floors using method recommended by manufacturer. END OF SECTION 09650 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Resilient Flooring PE&P Project No. 2570 09650-4 SECTION 09680 - CARPETING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to work of this Section. 1 .02 WORK SUMMARY: A. The extent of carpeting is indicated on the Drawings, the "Schedule of Finishes" and is defined to include carpet, carpet padding and accessories. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Preparation of wood subfloors to receive work of this Section. B. Section 06402: Wood base. C. Section 05715: Spiral stair treads and landings to receive work of this Section. 1 .04 QUALITY ASSURANCE: A. Installer Qualifications: Firm with not less than 5 years of experience in installation of commercial carpeting of type, quantity and installation methods similar to work of this Section. B. Manufacturer Qualifications: Firm (carpet mill ) with not less than 5 years of production experience with carpet similar to types specified in this section; and whose published product literature clearly indicates general compliance of products with requirements. C. General Terminology/Information Standard: Refer to current edition of "carpet Specifier's Handbook" by The Carpet and Rug Institute; for definitions of terminology not otherwise defined herein, and for general recommendations and information. D. Flame/Smoke Resistance Standards: Where ratings are indicated for carpet or for carpet-plus-pad installations, provide materials complying with ratings as indicated for the following test standards. 1 . Tunnel Test: Test for surface burning characteristics, with ratings for flame spread, fuel contribution, and/or smoke density; ASTM E-84, UL-723, or NFPA No. 255. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Carpeting PE&P Project No. 2570 09680-1 a. Test Rating: Flame spread of 25 or less, required for all carpet. 2. Floor Radiant Panel Test: Test for burning under varying radiant energy levels; ASTM E-648, with minimum average radiant flux ratings not less than the following: a. FRPT Rating: 0.45 watts/sq. fm. E. Static Resistance: Provide yarn or yarn blend as indicated in carpet construction, and include provisions to comply with static resistance ratings as indicated, either by selection of yarns known to be effective or by inclusion of small percentages of special anti -static yarn known to be effective in achieving indicated static resistance. Where rating is not otherwise indicated, provide 3.5 KV resistance for 20% R.H. at 70 degrees F. (21 degrees C) , AATCC-134. 1 .05 SUBMITTALS: A. Product Data: Submit manufacturer' s complete technical product data for each type of carpet, cushion and accessory item required. B. Samples: Submit 18" x 27" samples of each carpet required, 6" long samples of each type exposed edge stripping and 6" square samples of type of carpet padding. C. Certification: Submit manufacturer' s certification stating that carpet materials furnished comply with specified requirements. D. Maintenance Data: Submit manufacturer's printed maintenance recommendations, including methods and frequency recommended for maintaining carpet in optimum conditions under anticipated traffic and use conditions. 1 .06 PRODUCTION, DELIVERY AND STORAGE: A. Deliver carpeting materials in original mill protective wrapping with mill register numbers and tags attached. Store inside, in well ventilated areas, protected from weather, moisture and soiling. PART 2 - PRODUCTS 2.01 CARPET PADDING: A. Carpet Padding: Duratech V Plus, CF-100 as manufactured by Shaw Commercial Carpets. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Carpeting PE&P Project No. 2570 09680-2 1. Width: 6' and 12' . 2. Roll Length: 75' approximate. 3. Thickness: .23 in. 4. Compression Set: 10.0%. 5. Resilience: 34.4%. 6. Flammability: Self-extinguishing (DOC FF-1-70 Pill Test) . 2.02 CARPET CONSTRUCTION: A. Provide the following carpet as manufactured by Shaw Industries, or approved equal. B. Detailed carpet construction and performance requirements of carpet shall be as follows: 1. Manufacturer: Shaw Commercial Carpets. 2. Series: Colonial. 3. Series Number: 4650522. 4. Color: Silvermine. 5. Color Number: 22565. 6. Type: Patterned loop carpet. 7. Dimensions: 12' width. 8. Weight: 30 oz. custom; gauge: 1/8. 9. Content: 80% Camelon Solution Dyed Nylon; 20% Dupont Antron Nylon. 10. Dye Method: Solution Dyed. 11. Pattern Repeat: 1/2" x 1/2". 12. Backing: a. Primary Backing: Polypropylene. b. Secondary Backing: Action Bac. 13. Radiant Panel: Class I . 14. Warranty: 10 year commercial wear. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Carpeting PE&P Project No. 2570 09680-3 2.03 CARPET ACCESSORIES: A. Tackless Carpet Stripping: Water-resistant plywood in strips, 3/8-inch or 9/32-inch thick, as required to match cushion thickness; 2 rows or 3 rows, as indicated in Part 3 below, of angular pins protruding from top, designed to grip and hold stretched carpet at backing. B. Carpet Edge Guard: Aluminum with fold-down edge and concealed gripper teeth; minimum 1-1/2-inch-wide punched anchorage flange; minimum 5/8-inch-wide fold flange. Anodized aluminum finish, manufacturer's standard colors. 1. Finish: Hammered texture. C. Cushion Adhesive: Manufacturer's recommended mildew-resistant adhesive, produced expressly for use with selected carpet cushion on substrate. 2.04 ATTIC STOCK: A. Provide one 12'-0" wide x 24'-0" long roll of carpet for owner's use. PART 3 - EXECUTION 3.01 INSTALLATION AND WORKMANSHIP: A. Comply with manufacturer's recommendations for seam locations and direction of carpet; maintain uniformity of carpet direction and lay of pile. At doorways, center seams under door in closed position; do not place seams perpendicular to door frame, in direction of traffic through doorway. B. Extend carpet into alcoves and closets of each space. C. Provide cutouts where required, and bind cut edges where not concealed by protective edge guards or overlapping flanges. D. Install carpet edge guard where edge of carpet is exposed; anchor guards to substrate. E. Install tackless carpet stripping by nailing. Locate to ensure concealment of carpet edge between stripping and base of wall . Lay strip at entire perimeter of carpeted space, obstructions, and cutouts. Provide narrow stripping with 2 rows of pins where stretched width of carpet is 20 feet or less; stripping with 3 rows of pins where carpet width exceeds 20 feet. F. Install cushion seams at 90-degree angle with carpet seams. Place cushion face up as recommended by cushion manufacturer. Apply minimum 2-inch fabric-type adhesive tape on cushion seams. Bond carpet cushion to substrate. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Carpeting PE&P Project No. 2570 09680-4 G. Stretch carpet to provide smooth, ripple-free, taut, trim edges; secure to stripping and conceal behind edge of stripping. Use power stretcher where carpet length is greater than 20 feet. 3.02 CLEANING: A. Remove and dispose of debris and unusable scraps. Vacuum with commercial machine with face-beater element. Remove soil . Replace carpet where soil cannot be removed. Remove protruding face yarn. B. Vacuum carpet. 3.03 PROTECTION: A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and installer, to ensure carpet is not damaged or deteriorated at time of Substantial Completion. END OF SECTION 09680 NOMMOCKS PARK APARTMENTS Mamaroneck, New York Carpeting PE&P Project No. 2570 09680-5 SECTION 09900 - PAINTING PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. This Section pertains to the provision of all field painting and finishing of all raw and factory primed surfaces throughout areas and generally as scheduled on Drawings. Included also are all exterior surfaces which require painting and/or finishing. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Division 5: Shop priming of miscellaneous items for metal fabrications and spiral stairs. B. Section 08360: Treatment and shop priming of sectional overhead doors . C. Section 06401 : Backpriming of exterior wood trim. D. Section 06402: Interior wood trim. E. Section 08610: Wood window trim. F. Divisions 15 & 16: Painting items of mechanical and electrical work (not included herein) and piping identification. 1 .04 COORDINATION: A. Paint Coordination: Provide finish coats which are compatible with prime paints used. Review other Sections of the Specifications in which prime paints are to be provided to ensure compatibility of total coatings system for various substrates. Upon request from other trades, furnish information on characteristics of specified finish materials, to ensure compatible prime coats are used. Provide barrier coats over incompatible primers or remove and reprime as required. Notify the Architect in writing of any anticipated problems using specified coating systems with substrates primed by others. 1 .05 SUBMITTALS: A. Submit manufacturer' s specifications, including paint label analysis and application instructions for each material specified. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Painting PE&P Project No. 2570 09900-1 B. Samples: 1 . Submit samples for Architect's review. Provide a listing of the materials and application for each coat of each finish sample. 2. On 12" x 12" samples of actual substrates, provide samples of each color and material ; with texture to simulate actual conditions. Resubmit each sample as requested until required sheen, color, and texture is achieved. 1 .06 DELIVERY AND STORAGE: A. Deliver all materials to the Job Site in original , new and unopened packages and containers bearing manufacturer' s name and label . 1 .07 JOB CONDITIONS: A. Do not apply water-base paints when the temperature of surfaces to be painted and the surrounding air temperatures are below 50 degrees F. , unless otherwise permitted by the paint manufacturer' s printed instructions. B. Do not apply solvent-thinned paints when the temperature of surfaces to be painted and the surrounding air temperatures are below 45 degrees F. , unless otherwise permitted by the paint manufacturer's printed instructions. C. Do not apply paint in snow, rain, fog or mist; or when the relative humidity exceeds 85 percent; or to damp or wet surfaces; unless permitted by the paint manufacturer's printed instructions. Painting may be continued during inclement weather only if the areas and surfaces to be painted are enclosed and heated within the temperature limits specified by the paint manufacturer during application and drying periods. PART 2 - PRODUCTS 2.01 MATERIALS: A. General : Paint, varnish, linseed oil , turpentine, and other paint-related materials, if specified below, shall be first-line products of approved manufacturer. Colors shall be as selected by Architect and approved prior to application and shall match approved samples. All tinting of enamel paints shall be done by manufacturer. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Painting PE&P Project No. 2570 09900-2 2.02 PAINT SCHEDULE: A. Generally, surfaces shall be finished in accordance with the following schedule: Products of Benjamin Moore, are herein referenced (unless noted) to establish required types, coats and quality. Similar products of PPG Industries, Glidden, Pratt & Lambert or Sherwin Williams are acceptable subject to approval of Architect. The abbreviation "dit" as contained within the schedule refers to minimum dry film thickness per coat. B. Paint types shall be as follows: 1 . Interior gypsum board walls: Primer - One coat Moorcraft Vinyl Latex Primer Sealer. Finish - Two coats Moorcraft Latex Eggshell Enamel (274) . 2. Interior gypsum board ceilings and soffits: Primer - One coat Moore's Latex Quick Dry Prime Seal (201) . Finish - Two coats Regal Wall Satin (215) . 3. Interior ferrous metal : Primer - One coat Ironclad Retardo Rust Inhibitive Lead-Free Primer (163) , (if not shop primed) . Finish - Two coats Moorcraft Alkyd Semi-Gloss Enamel (271) . 4. Interior wood (stain finish) : Primer - Wood shall be filled with paste wood filler tinted with oil stain, before final finishing. 2nd Coat - Moore's Interior Wood Finishes - Penetrating Stain (241) . Finish - Two coats Benwood Polyurethane Finish Low Lustre (435) . 5. Interior registers, grilles, etc. , unless otherwise specified paint in with walls or ceilings in which they occur or where walls and ceilings are not painted: Primer - By others. Finish - Two coats Moorcraft Alkyd Semi -Gloss Enamel (271) . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Painting PE&P Project No. 2570 09900-3 6. Exterior ferrous metals: Primer - One coat Ironclad Retardo Rust Inhibitive Lead-Free Primer (143) . Finish - Two coats Moore House Paint (110) . 7. Exterior galvanized steel : Primer - One coat 66 Epoxoline (Tnemec) (2.5 - 3.5 mils dit) . Finish - One coat 71 Endurashield (Tnemec) (1 .5 - 2.5 mils dit) . 8. Exterior porch decking (semi-transparent deck stain) : Finish - One coat Olympic Semi-Transparent Deck Stain. 9. Exterior wood siding and wood trim including running trim, rails, posts, etc. (water repellent opaque color oil stain) : Finish - One coat Olympic Solid Color Oil Stain. PART 3 - EXECUTION 3.01 INSPECTION: A. Examine the areas and conditions under which painting work is to be applied. Remedy any conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. B. Starting of painting work will be construed as the Applicator' s acceptance of the surfaces and conditions within any particular area. C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to the formation of a durable paint film. 3.02 SURFACE PREPARATION: A. General : Perform preparation and cleaning procedures in strict accordance with the paint manufacturer's instructions and as herein specified, for each particular substrate condition. 1 . Remove all hardware, accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish painted, or provide surface-applied protection prior to HOMMOCKS PARK APARTMENTS Mamaroneck, New York Painting PE&P Project No. 2570 09900-4 surface preparation and painting operations. Remove, if necessary, for the complete painting of the items and adjacent surfaces. Following completion of painting of each space or area, reinstall the removed items using workmen skilled in the trades involved. 2. Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning. Program the cleaning and painting so that contaminants from the cleaning process will not fall onto wet, newly-painted surfaces. B. Wood: Clean wood surfaces to be painted of dirt, oil , or other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sandpaper smooth those finished surfaces exposed to view, and dust off. Scrape and clean small , dry, seasoned knots and apply a thin coat of white shellac or other recommended knot sealer, before application of priming coat. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood-filler. Sandpaper smooth when dried. I . Prime, stain, or seal wood required to be job-finished immediately upon delivery to job. Prime edges, ends, undersides, and backsides of such wood, including casings, railings, etc. 2. When transparent finish is required, use spar varnish for backpriming. C. Ferrous Metals: I . Clean ferrous surfaces, which are not galvanized or shop-coated, of oil , grease, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning. 2. Touch-up shop-applied prime coats wherever damaged or bare, where required by other sections of these specifications. Clean and touch-up with the same type shop primer. 3.03 MATERIALS PREPARATION: A. Mix and prepare painting and finishing (stain) materials in accordance with manufacturer's directions . 3.04 APPLICATION: A. General : 1 . Apply paint in accordance with the manufacturer's directions. Use applicators and techniques best suited for the type of material being applied. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Painting PE&P Project No. 2570 09900-5 2. Apply additional coats when undercoats, stain or other conditions show through the final coat of paint, until the paint film is of uniform finish, color and appearance. 3. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, non-specular black paint. 4. Finish exterior doors to be painted on tops, bottoms and side edges the same as the exterior faces, unless otherwise indicated. 5. Sand lightly between each succeeding enamel or varnish coat. 6. Omit the first coat (primer) on metal surfaces which have been shop-primed and touch-up painted, unless otherwise specified. 7. Prime Coats: Apply a prime coat to material which is required to be painted or finished, and which has not been prime coated under other sections of the Specifications. 8. Recoat primed and sealed walls and ceilings where there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn-through or other defects due to insufficient sealing. 9. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. 10. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. 3.05 CLEAN-UP AND PROTECTION: A. Clean-Up: During the progress of the work, remove from the project daily all discarded paint materials, rubbish, cans and rags. 1 . Upon completion of painting work, clean all window glass and other paint-spattered surfaces. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces. B. Protection: Protect work of other trades, whether to be panted or not, against damage by painting and finishing work. Correct any damage by cleaning, repairing or replacing and repainting, as directed by the Architect. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Painting PE&P Project No. 2570 09900-6 1 . Provide "Wet Paint" signs as required to protect newly-painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. END OF SECTION 09900 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Painting PE&P Project No. 2570 09900-7 SECTION 10200 - LOUVERS PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 DESCRIPTION OF WORK: A. The extent of louver and attic vent work is shown on the Drawings. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06401 : Exterior wood trim. B. Section 07461 : Cedar wood siding. C. Section 07900: Joint sealers. 1 .04 QUALITY ASSURANCE: A. Comply with SMACNA (Sheet Metal and Air Conditioning Contractor's National Association) "Architectural Sheet Metal Manual " recommendations for fabrication, construction details and installation procedures, except as otherwise indicated. B. Verify size, location and placement of louver units prior to fabrication, wherever possible. Coordinate field measurements and shop drawings with fabrication and shop assembly to minimize field adjustments. 1 .05 SUBMITTALS: A. Manufacturer's Data: For information only, submit copies of manufacturer' s technical data, anchor details and installation instructions including finishing products. Transmit installation instructions to the installer. B. Shop Drawings: Submit shop drawings for the fabrication and erection of all louvers which are not completely shown by manufacturer' s data sheet. Include special shapes, detail sections and details of connections. Show anchorage and accessory items. C. Samples: Submit samples, 6" square, of each type of metal and finish and of the same gauge and alloy to be used in the work. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Louvers PE&P Project No. 2570 10200-1 PART 2 - PRODUCTS 2.01 DESIGN CRITERIA: A. Designs and specifications for louvers are based on model numbers of the following manufacturers: 1. Louvers: a. Extruded aluminum drainable blade louver Model No. T608 as manufactured by The Airolite Co. (1) 2" depth (2) 450 angle (3) Color: white b. Extruded aluminum drainable blade louver Model No. ELF211 as manufactured by Ruskin. (1) 2" depth (2) 450 angle (3) Color: white B. The louvers shall be the types upon which design is based, or approved equal products of one of the following: 1 . Reliable Products as distributed by Hart & Cooley Inc. , Geneva, AL 36340. 2. Louvers and Dampers, Inc. , Cincinnati , Ohio 45236. 2.02 MATERIALS: A. Frames and blades shall be 6063-T5 alloy 0.062" thick. Fasteners shall be aluminum or stainless steel . B. All louvers and attic vents shall be provided with 1/2" mesh, .063 diameter anodized aluminum wire insect screen secured within a 12 B&S gauge extruded aluminum frame independent of louvers. Screening shall be replaceable with extruded frames. Insect screen to be standard mill finish. C. Louvers shall receive Kynar 500 finish color coating applied following thorough cleaning, pretreatment and prime coating. Cleaning shall include a complete submersion in alkali cleaner, detergent dioxidation, amorphous chrome phosphate conversion coating HOMMOCKS PARK APARTMENTS Mamaroneck, New York Louvers PE&P Project No. 2570 10200-2 and acidulated final rinse. After drying, finish coating system shall be applied to provide approximately 1 .2 mils total dry thickness when baked at 4500 F. for 10 minutes. The finish coating shall meet or exceed AAMA Specification 605.2 "Voluntary Specification for High Performance Organic Coatings on Architectural Extrusions and Panels" . Color shall be white and as approved by the Architect. PART 3 - EXECUTION 3.01 INSPECTION: A. Installer must examine the openings prepared by others, the areas and conditions under which louvers and associated items are to be installed and notify the Architect in writing of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 INSTALLATION: A. Locate and place units plumb, level and in proper alignment with adjacent work. B. Use concealed anchorages wherever possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection. C. Form tight joints with exposed connections accurately fitted together. D. Repair finish damaged by cutting, welding, soldering and grinding operations required for fitting and jointing. , Restore finishes so that there is no evidence of corrective work. Return items which cannot be refinished in the field to the shop, make the required alterations, and refinish the entire unit, or provide new units, at Contractor's option. END OF SECTION 10200 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Louvers PE&P Project No. 2570 10200-3 SECTION 10426 - SIGNAGE PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Work of this Section includes: 1 . Cast aluminum house numbers. a. Six inch high house numbers above all garage doors as shown on the Drawings. b. Two inch high house numbers at both front and rear stair entrance doors. c. Two inch high house numbers at each unit entry door. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06401: Installation of Work of this Section. 1 .04 QUALITY ASSURANCE: A. Approved Manufacturers: 1 . Andco Industries Corp. 2. Gemini , Inc. 3. Architectural Products of the Matthews International Corp. 4. Spanjer Bros. , Inc. PART 2 - PRODUCTS 2.01 MATERIALS: A. Aluminum Castings: Alloy and temper recommended for the casting process used and the use and finish indicated. B. Anchors: Non-ferrous metal or hot-dipped galvanized for exterior installations and where required for corrosion resistance. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Signage PE&P Project No. 2570 10426-1 2.02 CAST NUMBERS: A. Produce cast characters from metal indicated with smooth, flat faces, sharp corners, precisely-formed lines and profiles, free from pits, scale, sand holes or other defects. Cast lugs into the back of the characters and tap to receive threaded mounting studs. Type style as selected by the Architect. 1 . Metal : Aluminum. 2. Baked Enamel Finish: AA-M4xC12C42R1x; use manufacturer's standard thermosetting enamel system. a. Color: As selected by Architect. PART 3 - EXECUTION 3.01 INSTALLATION: A. Metal Numbers: Mount numbers using standard fastening methods recommended by the manufacturer and heavy paper template to establish number spacing and to locate holes for fasteners. 1 . Flush mount numbers with backs in contact with the wall surface. END OF SECTION 10426 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Signage PE&P Project No. 2570 10426-2 SECTION 10550 - POSTAL SPECIALTIES PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. This Section includes the following postal specialties: 1 . Neighborhood delivery and collection boxes. 2. Parcel lockers. 1 .03 SUBMITTALS: A. General : Submit the following according to Conditions of Contract and Division 1 Specification Sections. B. Product data consisting of manufacturer's technical data and installation instructions for postal specialty units required. 1 . Provide manufacturer's certification that equipment proposed conforms to U.S. Postal Service (USPS) regulations and has been approved by the Postmaster General . C. Shop drawings showing fabrication and installation of postal specialties. Include plans, elevations, and large-scale details. Show anchorages and accessory items. Provide location template drawings for items supported or anchored to permanent construction. D. Samples for verification purposes in full -size units of each type of postal specialty indicated, in colors and finishes specified, showing full range of variations expected in these characteristics. 1 .04 QUALITY ASSURANCE: A. Where mail system is served by U.S. Postal Service (USPS) , provide products approved by the USPS. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Postal Specialties PE&P Project No. 2570 10550-1 PART 2 - PRODUCTS 2.01 MANUFACTURERS: A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1 . Neighborhood Delivery and Collection Box Units (NDCBU) : a. Cutler Manufacturing Corp. b. Bommer Industries, Inc. c. Florence Manufacturing Co. d. Leslie-Locke, Inc. 2. Parcel Lockers: a. Cutler Manufacturing Corp. b. American Locker Security Systems, Inc. 2.02 METALS AND FINISHES: A. Aluminum: Alloy and temper best suited for the intended use and finish indicated. 1 . Plate and Sheet: ASTM B-209, mill finish, where not exposed. B. Steel : Cold-rolled steel sheet or plate, galvanized where indicated or exposed to outside elements with manufacturer's standard baked-enamel finish in color selected by the Architect. 2.03 NEIGHBORHOOD DELIVERY AND COLLECTION BOXES: A. General : Provide neighborhood delivery and collection box units in size and type indicated, complying with USPS Publication 18. B. Compartment: Manufacturer's standard design with overhanging top for weather shielding, fabricated of aluminum or galvanized steel with finish matching compartment door finish. Design and construct compartments to exclude dirt and moisture from inside compartment. C. Doors: Provide master rear-loading doors hinged at each side opposite from individual compartment doors. Fabricate doors of galvanized steel with finish matching compartment door finish. Provide three-point latching mechanism, door hold-open devices, and accommodations for USPS lock. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Postal Specialties PE&P Project No. 2570 10550-2 D. Compartment Door: One-piece galvanized steel plate with enamel finish. Door designed to accommodate a suitable lock to prevent being pried open with a thin tool . 1 . Identification: Embossed numbers on each door. 3. Locking: A five-pin tumbler, shuttered cylinder lock capable of at least 1000 changes, with three keys for each compartment door. Key each box differently and deliver keys to Owner with a record of corresponding lock and key numbers. E. Pedestal : Manufacturer's standard galvanized steel , securely attached to compartment with theft-resistant fasteners, finished to match compartment. Include anchoring devices and installation template. 2.04 PARCEL LOCKERS: A. General : Provide parcel locker units in size and type indicated. Comply with USPS Publication 15 and Publication 18 for outdoor units. B. Compartment: Manufacturer's standard design fabricated of galvanized steel with finish matching compartment door finish. 1. Outdoor units have galvanized-steel overhanging top for weather shielding and are designed and constructed to exclude dirt and moisture from inside compartment. C. Front Doors: One-piece electro-galvanized steel with enamel finish. 1 . Identification: Match locker and key numbers as shown or, if not shown, as designated by USPS from manufacturer's standards. 2. Locking: Dual -lock mechanism on each door that retains the tenant key until released by the USPS control key. Door lock is a five-pin cam lock, and the key retainer lock is either an Arrow postal service lock or other USPS-approved lock. D. Pedestal : Manufacturer's standard, securely attached to compartment with theft-resistant fasteners, finished to match compartment. Include anchoring devices and installation template. PART 3 - EXECUTION 3.01 PREPARATION: A. In addition to requirements of these specifications, comply with manufacturer's instructions and recommendations for preparing HOMMOCKS PARK APARTMENTS Mamaroneck, New York Postal Specialties PE&P Project No. 2570 10550-3 substrate, installing anchors, and applying postal specialties units. 3.02 INSTALLATION: A. Install units to comply with manufacturer's instructions and final drawings. 1 . Final acceptance is contingent upon compliance with USPS requirements. END OF SECTION 10550 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Postal Specialties PE&P Project No. 2570 10550-4 SECTION 10800 - BATH ACCESSORIES PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to the work of this Section. 1 .02 DESCRIPTION OF WORK: A. Provide bath accessories as indicated and shown on the Drawings for all bathrooms as specified herein. B. See Schedule at end of this Section for types and locations. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 06100: Wood plates in stud framing for support of toilet and bath accessories. 1 .04 QUALITY ASSURANCE: A. Products: Provide products of the same manufacturer for each type of accessory unit and for units exposed in the same areas wherever possible. Coordinate with the Architect for acceptable designs and finishes. B. Stamped names or labels on exposed faces of units will not be permitted. 1 .05 SUBMITTALS: A. Submit copies of manufacturer' s specifications and installation instructions for each bath accessory. Indicate by transmittal form that copies of installation instructions have been distributed to the Installer. B. Samples: When requested, submit full -size samples of units to Architect. Acceptable samples will be returned and may be used in the work. PART 2 - PRODUCTS 2.01 MATERIALS: A. Stainless Steel : AISI, Type 304/302. Provide No. 4 polished finish, or as otherwise specified. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Bath Accessories PE&P Project No. 2570 10800-1 B. Chromium Plating: Nickel and chromium electro-deposited on metal , ASTM B-456, Type SC 2. C. Galvanized Steel Mounting Devices: Hot-dipped galvanized after fabrication ASTM A-386. D. Sheet Steel : Cold rolled, commercial quality, ASTM A-366. Surface preparation and metal pretreatment as required for applied finish. PART 3 - EXECUTION 3 .01 INSPECTION: A. Installer must examine the areas and conditions under which bath accessories are to be installed. Notify the General Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in an acceptable manner. 3.02 INSTALLATION: A. Use concealed fastenings wherever possible. B. Provide anchors, bolts and other necessary fasteners, and attach bath accessories securely to walls and partitions in locations as shown or directed and complying with the manufacturer's instructions for each item and each type of substrate construction. C. Install concealed mounting devices and fasteners fabricated of the same materials as the specialties or of galvanized steel . D. Install exposed mounting devices and fasteners finished to match the accessory. 3.03 BATH ACCESSORY SCHEDULE: A. Provide the following for each unit bathroom: 1 . 375P-W Recessed Medicine Cabinet, 16-1/8" x 26-1/4" mirror. Installs in 14" x 24" x 3" wall opening. Mirror type - 3/16" plate glass; mirror warranty - 5 years against silvering defects; 3 glass shelves - adjustable 1/4" thick with polished front edge; cabinet body - 20 gauge cold rolled steel with baked-on white enamel finish. 2. No. 565 Chrome Soap Holder with 8" Grab Bar. 3. No. 7115 Paper Holder, chrome roller. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Bath Accessories PE&P Project No. 2570 10800-2 4. No. 7924 square polished stainless steel towel bar set, 24" long. 5. No. 1212 polished stainless steel shower rod and flange set; 1" diameter rod complete with No. 12006 concealed screw stainless steel shower rod and flanges. B. Accessories as manufactured by Basco, Bohemia, NY, (516) 567-4404, or approved equal. END OF SECTION 10800 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Bath Accessories PE&P Project No. 2570 10800-3 SECTION 10916 - CLOSET SPECIALTIES PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Furnish and install vinyl -coated steel rod Closet shelving systems where indicated on the Drawings. B. Units shall be furnished complete with mounting hardware. 1 .03 QUALITY ASSURANCE: A. Approved Manufacturer: 1 . "Closetmaid" ; Clarison International , Ocala, FLA, 32674; (800) 874-0008. 1 .04 SUBMITTALS: A. Manufacturer's Data: Submit manufacturer's specifications and installation instructions for shelving systems. B. Samples: Submit samples of typical shelf and each item of hardware required. 1 .05 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Deliver all shelving units in manufacturer' s protective packaging. B. Store to prevent physical damage. 1 .06 MEASUREMENTS: A. Take all necessary measurements at the buildings to assure proper fitting and fabrication of all work. All variations of adjacent construction shall be taken into account and properly provided for. PART 2 - PRODUCTS 2.01 WIRE SHELVING: A. Materials: Grade C-1008 bright basic cold drawn steel wire. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Closet Specialties PE&P Project No. 2570 10916-1 B. Physical Properties: 1 . Tensile Strength: 1 ,000,000 PSI (average) . 2. Cross Deck Spacing: P increments. 3. Coating: Non-exudating formula PVC. 4. Thickness: 7-11 mils (fluidized bed process) . C. Mounting Hardware: Components shall provide for shelving installation to drywall without requiring mounting to concealed wall structural members . Support brackets shall be required for three (3) foot span. D. Finish Coating System: High performance by hybrid polyester coating system; color - white. PART 3 - EXECUTION 3.01 INSTALLATION: A. Installation to comply with manufacturer's instructions. Include wall clips, downclips (for end installations) , end brackets for wall to wall installations, screws, and all accessories standard with manufacturer. B. Do all cutting and fitting necessary. END OF SECTION 10916 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Closet Specialties PE&P Project No. 2570 10916-2 SECTION 11450 - RESIDENTIAL KITCHEN EQUIPMENT PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. Work of this Section includes furnishing installing an connecting all residential kitchen equipment for all Units in accordance with the Contract. 1.03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 12372: Kitchen cabinets and counters. B. Division 15: Rough-in connections and for all gas ranges and dishwashers. C. Division 16: Rough-in connections and for all range hoods, refrigerators and gas ranges. 1.04 QUALITY ASSURANCE: A. Acceptable Manufacturer - Ranges: 1. General Electric Model No. JGBS12GER (white w/black glass door) . B. Acceptable Manufacturer - Range Hoods: 1. General Electric Model No. JN322J (white) . C. Acceptable Manufacturer - Refrigerators: 1. General Electric Model No. TBX14SAS (white) . D. Acceptable Manufacturer - Dishwashers: 1. General Electric Model No. GSD840P (white panel) . 1.05 SUBMITTALS: A. Catalogue References: 1. Provide copies of literature with complete description of ranges, range hoods, refrigerators and dishwashers. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Residential Kitchen Equipment PE&P Project No. 2570 11450-1 B. Samples: 1. Submit samples of range, range hood, dishwasher and refrigerator to a location as directed by Architect for approval by the Architect prior to purchasing and/or delivering Units to the Project Site. 2. If approved by the Architect samples may be incorporated into the work. 1.06 APPROVALS: A. Gas ranges shall be A.G.A. Design certified for natural gas. B. Refrigerators shall conform to the requirements of the Underwriters Laboratories, Inc. , Standard No. 250, entitled "Standards for Refrigerators, Domestic and Reach-In", ( latest edition) . 1.07 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Ranges and hoods shall be delivered to the site uncrated and fully assembled with the exception of applied parts which shall be attached at the site. Doors and movable parts shall be secured in a manner to prevent their being damaged during transportation and installation. B. Refrigerators and dishwashers shall be delivered to the site protected with cardboard and with wood skids attached to bottom. PART 2 - PRODUCTS (not used) PART 3 - EXECUTION 3.01 GENERAL: A. Ranges: 1. Ranges shall be slide-in type and shall be 30 inches wide. 2. General Contractor shall be resposible for providing all necessary electrical power chords and flexible gas connectors to attach to work by electrical and plumbing contractors and shall be responsible for coordinating all connection details. 3. When the ranges have been located in place and connected Contractor will be required to inspect and properly adjust all the ranges for maximum operating efficiency. Any missing part shall be replaced by the Contractor, at no extra cost. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Residential Kitchen Equipment PE&P Project No. 2570 11450-2 B. Refrigerators: 1. Refrigerators shall have a total storage volume, as computed in the standards set forth by the National Electrical Manufacturers Association, and as noted above. 2. Doors shall be either right-hand or left-hand to suit layout of kitchen equipment, and shall be selected by Architect. 3. Refrigerators shall be provided with pigtails and plugs in standard 110V format. C. Dishwasher: 1. Dishwasher shall be built-in type. 2. Dishwasher shall be handwired by General Contractor into junction box provided by Electrical Contractor. General Contractor will be responsible for final cover plate and all electrical items outside of junction box. D. Range Hood: 1. Range hood shall be recirculating type. 2. Range hood be END OF SECTION 11450 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Residential Kitchen Equipment PE&P Project No. 2570 11450-3 SECTION 12372 - KITCHEN AND BATH CASEWORK PART 1 - GENERAL 1.01 RELATED DOCUMENTS: A. General Contract provisions and Sections of Division 1 apply to Work of this Section. 1.02 WORK SUMMARY: A. This Section includes wood kitchen and bathroom cabinets, countertops and vanity tops. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 11 Section "Residential Equipment" for appliances mounted in kitchen casework. 2. Division 15 Section "Plumbing Fixtures" for sink units mounted in countertops. 1.03 DEFINITIONS: A. Exposed Surfaces: Surfaces visible when drawers and opaque doors are closed; bottoms of casework when 43 inches or more above finished floor. B. Semi-exposed Surfaces: Surfaces which become visible when opaque doors are open or drawers are extended; bottoms of casework when more than 30 inches and less than 42 inches above finished floor. C. Concealed Surfaces: Surfaces considered concealed when surfaces not visible after installation; bottoms of casework less than 30 inches above finished floor; tops of casework over 78 inches above finished floor and not visible from an upper level ; stretchers, blocking, and components concealed by drawers. D. Flush Overlay: Door and drawer faces cover cabinet frame with space between faces sufficient for operating clearance. 1.04 SUBMITTALS: A. Product data for each casework type specified. B. Product data for each hardware type specified. C. Shop drawings for casework showing location and size, accessories, HOMMOCKS PARK APARTMENTS Mamaroneck, New York Kitchen and Bath Casework PE&P Project No. 2570 12372-1 materials, finishes, and filler panels. Include fully dimensioned plans, elevations, and anchorage details to countertop and walls. D. Shop drawings for countertops showing sizes, shapes, edge and backsplash profiles, cutouts for plumbing fixtures, and methods of joining. E. Samples for verification purposes in full -size units of each type of material indicated; in sets for each color, texture, and pattern specified, showing full range of variations expected in these characteristics. 1 . 12-inch-square samples of plastic laminate for countertops and vanity tops. 2. 12-inch-square samples of plastic laminate for casework finish. 3. 6-inch-square samples of cultured marble for vanity tops. 4. One unit of each type of exposed hardware. F. Product certificates signed by the manufacturer certifying that materials furnished comply with specified requirements. G. Maintenance data for kitchen casework for inclusion in Maintenance Manual specified in Division 1 . 1 .05 QUALITY ASSURANCE: A. Kitchen Casework: Comply with ANSI/NKCA A161 . 1 and HUD "Minimum Property Standards, " Housing 4910. 1 , paragraph 611-1 . 1 . 1 . NKCA Certification: Provide kitchen casework with National Kitchen Cabinet Association (NKCA) "Certified Cabinet" seal affixed in a semi -exposed location of each unit, evidencing compliance with above standard. B. Single-Source Responsibility: Obtain kitchen and bath casework from one source from a single manufacturer. 1 .06 DELIVERY, STORAGE, AND HANDLING: A. Deliver casework as a factory-assembled unit, packaged individually, and shipped each in its own carton. 1 .07 PROJECT CONDITIONS: A. Environmental Conditions: Comply with casework manufacturer's recommendations for optimum temperature and humidity conditions during storage and installation. Do not install casework until these conditions have been attained and stabilized. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Kitchen and Bath Casework PE&P Project No. 2570 12372-2 B. Field Measurements: Verify casework dimensions by field measurements. Verify kitchen casework can be installed in compliance with the original design and referenced standards. C. Field Measurements: Verify countertop and vanity top size and shape prior to fabrication by field measurements taken after base units are installed. PART 2 - PRODUCTS 2.01 MANUFACTURERS: A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1 . Kitchen and Bath Casework: a. Imperial Cabinet Co. , Inc. b. Merillat Industries, Inc. c. Triangle Pacific Corp. d. Yorktowne Cabinets 2. Plastic Laminate for Countertops: a. Formica Corp. b. Wilsons Plastic Co. c. Nevamar Corp. 3. Cultured Marble for Vanity Tops: a. Romarco 2.02 MATERIALS, GENERAL: A. Sizes, dimensions, and thicknesses given are minimum dimensions. B. Particleboard: ANSI A208. 1, mat-formed particleboard, Grade 1-M-2 with minimum density of 40 pcf, internal bond of 60 psi , and minimum screw-holding capacity of 225 lbs. on faces and 200 lbs. on edges. C. Hardwood Plywood: ANSI/HPMA HP hardwood and decorative plywood, Good Grade (1) or better, of thickness, species, and cut. D. Particleboard-Core Plywood: ANSI/HPMA HP hardwood and decorative plywood, Good Grade (1) or better, of thickness, species, and cut. E. Solid Wood: Clear, dry, sound, and free of defects selected from First Grade lumber as defined by NHLA. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Kitchen and Bath Casework PE&P Project No. 2570 12372-3 F. Hardboard: ANSI A135.4, Class 1, tempered. G. Plastic Laminate: NEMA LD 3; in thicknesses indicated and colors or patterns, and finishes as selected from approved samples. H. Thermoset Decorative Finish: ALA-1985; Melamine or polyester. 2.03 PLASTIC LAMINATE CASEWORK: A. Face Style: Flush overlay. B. Face Frame: Frameless. C. Concealed Surfaces: Sound and dry solid wood, plywood, or particleboard without defects affecting strength, utility, or stability. D. Sides, Dividers, Tops, Bottoms, Shelves, and Stretchers: Plastic laminate GP 28 on 1/2-inch-thick particleboard. Provide stretchers for top of base cabinet. E. Back Panels: 1/8-inch-thick hardboard with thermoset decorative finish on interior surfaces fastened to rear edge of end panels and to top and bottom rails. F. Exposed Edge Treatment: Edge doors and drawer fronts with plastic laminate of same material as exposed faces. G. Semi-exposed Edge Treatment: Edge top of drawer body with high-impact plastic tee edging. Edge remaining casework surfaces with plastic laminate GP 28 matching adjoining plastic laminate in color, pattern, and finish. H. Doors, Drawer Fronts, Fixed Panels, Toeboards, and Ends: Plastic laminate GP 28 on 5/8-inch-thick particleboard. I . Drawers: Fabricate with front, bottom, and back rabbeted in sides and secured with glue and mechanical fasteners as follows: 1 . Subfronts, Sides, and Backs: Plastic laminate GP28 on 3/8-inch-thick particleboard. 2. Bottoms: Plastic laminate GP28 on 1/4-inch-thick particleboard set into rabbets in back, sides, and front. 3. Drawer Suspension: Provide for a minimum capacity of 50 lbs. , with twin track, side-mounted drawer-glide suspension with nylon rollers. Provide self-closing feature and positive stop. J. Joinery: Rabbet backs flush into end panels and secure with HOMMOCKS PARK APARTMENTS Mamaroneck, New York Kitchen and Bath Casework PE&P Project No. 2570 12372-4 concealed mechanical fasteners. Connect tops and bottoms of wall cabinets and bottoms and stretchers of base cabinets to ends and dividers with mechanical fasteners. Rabbet tops, bottoms, and backs into end panels. 2.04 CASEWORK HARDWARE: A. General : Manufacturer's standard wire pull units complying with ANSI A156.9, of type, material , size, and with baked enamel finish color as selected from manufacturer' s standard choices. 2.05 KITCHEN COUNTERTOPS, PLASTIC LAMINATE: A. General : Comply with ANSI A161 .2. B. Countertop, Backsplash, and Endsplash Fabrication: Plastic laminate PF 42 on 3/4-inch particleboard. C. Configuration: Provide postformed countertops with the following front style, cove, and backsplash style: 1 . Front Style: No drip. 2. Cove: Direct bond. 3. Backsplash and Endsplash Style: Curved or waterfall shape with scribe. 2.06 CULTURED MARBLE VANITY TOPS: A. Cultured marble for vanities with integral sinks and splashes where noted shall be a solid casting of non-porous polymer of homogeneous blend of polyester resin alloys and natural marble aggregates and as manufactured by Romarco, Morganton, NC 28655 (Tel . No. 584-2551) . Bowl size and shape shall be approved by Architect. Openings for plumbing fittings and accessories shall be coordinated with Plumbing Contractor. Product must be approved under New York State Code as "acceptable" for use in Residential Applications. PART 3 - EXECUTION 3.01 INSTALLATION: A. Install casework with no variations in flushness of adjoining surfaces, using concealed shims. Where casework abuts other finished work, scribe, and cut for accurate fit. Provide filler strips, scribe strips, and moldings in finish to match casework face. HOMMOCKS PARK APARTMENTS Mamaroneck, New York Kitchen and Bath Casework PE&P Project No. 2570 12372-5 B. Install casework without distortion so that doors and drawers fit openings properly and are aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessories as indicated. C. Install casework and countertop level and plumb to a tolerance of 1/8 inch in 8 feet. D. Fasten unit of casework to adjacent unit and into structural support members of wall construction with #10 sheet metal or wood screws with washer head or washer. E. Fasten plastic laminate countertops by screwing through corner blocks in base units into underside of countertop. Spline and glue joints in countertops and provide concealed mechanical clamping of joint. 3.02 ADJUSTING AND CLEANING: A. Adjust hardware to center doors and drawers in openings and lubricate to provide unencumbered operation. B. Clean casework on exposed and semi -exposed surfaces. Touch up factory-applied finishes to restore damaged or soiled areas. END OF SECTION 12372 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Kitchen and Bath Casework PE&P Project No. 2570 12372-6 SECTION 12500 - WINDOW TREATMENT PART 1 - GENERAL 1 .01 RELATED DOCUMENTS: A. General Contract Provisions and Sections of Division 1 apply to Work of this Section. 1 .02 WORK SUMMARY: A. Horizontal louver blinds are required on all windows of the Project except as noted on Drawings. 1 .03 RELATED WORK SPECIFIED ELSEWHERE: A. Section 08610: Wood windows. 1 .04 SUBMITTALS: A. Product Data: For information only, submit manufacturer's specifications and installation instructions for type of blind unit specified. Transmit a copy of instruction to the installer. B. Samples: Submit full -size operable horizontal louver blind unit, complete with mounting brackets and accessories. Samples will be reviewed for color and finish only. Compliance with all other requirements is the exclusive responsibility of the Contractor. 1 .05 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Protect blind units from damage during delivery, handling, storage and installation. 1 .06 WARRANTY: A. Five year limited warranty. PART 2 - PRODUCTS 2.01 MANUFACTURER: A. Blinds shall be Monaco (Contract) 1" blind as manufactured by Levelor Corp. , or approved equal . HOMMOCKS PARK APARTMENTS Mamaroneck, New York Window Treatment PE&P Project No. 2570 12500-1 2.02 HORIZONTAL LOUVER BLINDS: A. The blind shall have one inch wide horizontal slats supported by braided ladders. All hardware shall be enclosed in a metal head. All operating hardware shall be machine clinched to head to assure perfect alignment. It shall be possible to tilt the slats to any horizontal angle by turning the transparent tilt wand. B. Slat supports shall be braided of polyester yarn, the vertical component of which shall be not less than .045 inch diameter, nor greater than .068 inch diameter for maximum strength and flexibility with minimum stretch. Braided ladders shall support slats parallel and straight to assure proper tilt control and adequate overlap of slats. There shall be 16 rungs per foot of ladder equally spaced at .788 inch intervals. Distance between slats shall not exceed 21 .5 inches. The horizontal component or rungs shall consist of not less than four cables interbraided with the vertical components. C. Slats shall be 5000 Series magnesium aluminum alloy only for maximum strength, flexibility and resistance to internal and external corrosion. The slats shall be nominally 1" wide plus .003 inch or minus .0003 inch. They shall be .0063 inch thick before painting, plus or minus .0003 inch. After painting, thickness shall be .0073" . D. The head shall be .025 inch thick tomized steel "U" shaped. The bottom rail shall be .031 inch thick tomized steel . Both head and bottom rail shall have a plastic type coating cured at high temperature and shall be formed after coating. E. Lift cord shall be of adequate diameter braided of high strength synthetic fibers to provide maximum strength and flexibility. F. All workmanship, details, and procedures shall comply with manufacturer's specifications and standards. Colors shall be selected by Architect from manufacturer's standard colors. PART 3 - EXECUTION 3.01 GENERAL: A. Contractor shall take measurements for openings before fabrication. B. Blinds shall be sized accurately to fit openings. 3.02 INSPECTION: A. Installer must examine the substrates and conditions under which HOMMOCKS PARK APARTMENTS Mamaroneck, New York Window Treatment PE&P Project No. 2570 12500-2 the blinds are to be installed and notify the Contractor in writing of conditions detrimental to the proper completion of the work. Do not proceed with the work until satisfactory conditions have been corrected in a manner acceptable to the installer. Contractor shall measure all openings for fabrication. Any dimensions noted on the plans are approximate. 3 .03 INSTALLATION: A. Install horizontal louver blinds in accordance with manufacturer's printed instructions to suit the type of mountings required. Install level , secure and at the proper height to provide maximum coverage. Blinds shall be sized to fit openings. Repair or replace damaged work as directed by the Architect. B. Provide protection for installed units, so that they will be in perfect operating condition, without damage, blemishes, or indication of use at completion of the work. END OF SECTION 12500 HOMMOCKS PARK APARTMENTS Mamaroneck, New York Window Treatment PE&P Project No. 2570 12500-3 SECTION 15010 GENERAL PROVISIONS ----------------- PART 1 - GENERAL ----------------- 1.01 DESCRIPTION A. Work Included: 1. The intention of the Heating Plans and Specifications is to provide complete systems, properly tested, balanced, fully adjusted, and ready for operation, including all necessary details and accessories required to make the work complete. 2. Work to performed shall be comprised of, but not limited to the following: a. Boiler and hot water heater b. Mechanical ventilation ductwork and termination C. Heating distribution equipment d. Exhaust systems e. Controls f. Miscellaneous items 1.02 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: 1. All work and material of all contracts shall be in accordance with all Federal , State and Local Building, Health, Plumbing and Electrical Codes, Laws, Ordinances and Regulations that apply to the work. HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 15010/Page 1 Mamaroneck, NY PE&P Project No. 2570 2. Comply with all applicable NFPA and utility company regulations. 3. Refer also to specific items in the specifications. 4. All electrical materials carrying 50 volts or more shall bear the labels of the Underwriter's Laboratories. 5. Obtain and pay for all necessary inspections and certificates from all applicable agencies. All required tests shall be performed in accordance with the regulation of the agency having jurisdiction. 6. All boiler/burner work shall be in accordance with applicable requirements of New York State Labor Department Industrial Code Rule No. 4 (cited as 12 NYCRR4) . 7. Submit the certificates of approval prior to request for final acceptance of the contract. B. Reference to technical sociey, organization, body or section made in accordance with the following abbreviations: 1. AIA American Institute of Architects 2. AMCA Air Moving and Conditioning Association, Inc. 3. ANSI American National Standards Institute 4. ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers 5. ASME American Society of Mechanical Engineers 6. ASTM American Society of Testing Materials 7. AWSC American Welding Society Code S. IEEE Institute of Electric and Electronics Engineers 9. NEC National Electric Code 10. NEMA National Electrical Manufacturer's Association 11. NFPA National Fire Protection Association 12. NYBFU New York Board of Fire Underwriters 13. SMACNA Sheet Metal and Air Conditioning Contractors National Association 14. UL Underwriter' Laboratories, Inc. HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 15010/Page 2 Mamaroneck, NY PE&P Project No. 2570 C. For all codes specified, refer to latest issues, editions and amendments. 1.03 EQUIPMENT CONNECTIONS A. Provide Ductwork connections to bathroom exhaust fans provided by electrical contractor. 1.04 SPECIAL PRECAUTIONS AGAINST FREEZING A. In addition to applicable requirements of General Conditions: 1. Take all necessary precautions with equipment and systems to prevent damage to building, piping, equipment, etc. 2. Due to freezing and water leakage. 3. Until final acceptance. B. Before freezing weather occurs, make certain all : 1. Safety features are properly functioning. 2. Freeze protection tested and sensing elements properly located. 3. Openings around outside grilles, louvers, etc. , properly caulked; notify Architect and Engineers in writing if construction contract openings are not adequately sealed. 4. Proper insulation installation where required. 1.05 MECHANICAL COORDINATION A. General : 1. In general , mechanical drawings are diagrammatical only. DO NOT SCALE. Refer to Architectural and Structural drawings for dimensions, details. Verify measurements in field before proceeding. 2. It is not possible to show all required fittings, offsets, elevations changes, etc. , on drawings. These shall be installed as required. 3. Install all mechanical work with proper provisions for removal and/or access to coil bundles, boiler tubes, belts valves, traps, etc. HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 15010/Page 3 Mamaroneck, NY PE&P Project No. 2570 4. Refer to General Conditions for cooperation between contractors. B. Prior to start of construction: 1. Obtain from construction contract drawings or Architect, the exact location of all items and openings in construction work. 2. Review shop drawings of all contracts. 3. If conflict occurs between any contract drawings, advise Architect in writing before installation and act in accordance with his directions. 4. Obtain exact location and roughing requirements for all equipment furnished by others, but installed by this contractor before roughing. 1.06 WATERPROOFING AND CAULKING A. Opening through roofs: 1. Where roof penetrations are required for ventilators, fans, etc. , flashing will be the responsibility of the heating contractor unless specifically indicated otherwise. 2. Caulked and waterproofed with additional material as required. B. Opening through outside walls: 1. Shall be sealed from inside and outside, before back filling by filling space between pipes and sleeves with approved non-hardening caulking compound. 2. In special waterproof construction as directed by Architect's Representative. 3. Guaranteed thoroughly watertight. C. Openings through floors and inside walls: 1. Heating Contractor shall seal all openings required by his work by filling annular space between sleeves and pipes or between pipes, ducts and drywall or wood framing with Firestopping as specified in Division 07270. HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 15010/Page 4 Mamaroneck, NY PE&P Project No. 2570 1.07 EQUIPMENT INSTALLATION A. Each equipment manufacturer, through contractor shall : 1. Carefully check drawings and specifications as they affect their particular equipment, before roughing. 2. Report to Architect before or at the time when shop drawings are submitted, any discrepancies or contradictions as applied to their particular equipment which prevents proper functioning, servicing, etc. 3. Furnish manuf. printed installation instructions for each piece of equipment. 4. Thoroughly instruct contractor exactly how their equipment should be installed, connected, lubricated, started, operated, etc. , so that all factory instructions are rigidly followed. B. Contractor shall install , test, start, and operate his equipment as instructed by manuf. C. Submit written evidence from equipment manuf. that their equipment and systems have been: 1. Installed in strict accordance with manuf. recommendations. 2. Properly aligned and adjusted, tested, lubricated, wired, balanced, etc. 1.08 SUPPORTS A. Contractor shall include cost of all materials and labor necessary to provide all required supports, beams, angles, hangers, rods, bases, etc. , to provide support for his contract equipment. All supports, etc. , shall meet the approval of the Architect. 1.09 PRODUCT DELIVERY. STORAGE AND HANDLING A. All equipment shall be properly protected from damage and weather while in storage and during construction. B. Damaged or weather-ravaged equipment shall be either repaired or replaced as determined by the Architect/Engineer at no change in contract cost. HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 15010/Page 5 Mamaroneck, NY PE&P Project No. 2570 1. 10 OWNER'S INSTRUCTION MANUALS A. Refer to General Conditions. 1.11 CLEANING A. Refer to General Conditions for cleaning during construction. B. Final Cleaning: 1. Clean permanent filters of ventilating equipment and replace disposable filters when units have been operated during construction; in addition, clean ducts, blowers, and coils when units have been operated without filters during construction. 1.12 ACCESS DOORS/PANELS A. Heating Contractor to provide all access doors required for access to dampers, valves, etc. which are included in this contract. Heating Contractor shall supply Access Doors to General Contractor for installation. See Division Section 08305 for Access Door Specification. END OF SECTION 15010 HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 15010/Page 6 Mamaroneck, NY PE&P Project No. 2570 SECTION 15011 SUBMITTALS AND MANUALS -------------------- PART 1 - GENERAL -------------------- 1.01 DESCRIPTION A. Submittals shall comply with the requirements of Supplementary General Conditions. B. Submit the following as specified in each Section: 1. Insulation: a. Pipe covering b. Duct flexible type 2. Sheet Metal: a. Ductwork shop drawings b. Vent caps 3. Boilers and Hot Water Heaters: a. Boilers and Hot Water Heaters b. Exhaust and intake termination 4. Baseboard Radiation 5. Wall Fan Termination Devices 6. Controls and Instrumentation: a. Data sheet for each piece of equipment b. Schematic drawings including wiring and piping diagrams C. Valve schedule of sizes, locations and capacities d. Controls e. Sequence of operation END OF SECTION 15011 HOMMOCKS PARK APARTMENTS SUBMITTALS AND MANUALS 15011-1 Mamaroneck, NY PE&P Project No. 2570 SECTION 15012 SYSTEM START-UP AND TESTING ------------------ PART 1 - GENERAL ------------------ 1.01 DESCRIPTION A. Work Included: 1. This section describes the requirements for start-up testing of all piping, equipment, and systems installed under this contract. Testing to be performed in the presence of the Architect. 2. Provide all labor, materials, and services and perform all operations required to properly test, adjust and balance hydronic systems. B. Related Work Specified Elsewhers: 1. SECTION 15510 - Heating Distribution Equipment. 2. SECTION 15556 - Boiler and Hot Water System. 1.02 SUBMITTALS A. Submit list of instruments to be used in testing and balancing, certification of instrument calibration. -------------------- PART 2 - PRODUCTS -------------------- NOT USED -------------------- PART 3 - EXECUTION -------------------- 3.01 PIPE TESTING A. Hydrostatic pressure test for 6 hours at 75 PSIG or 2-1/2" times working pressure (whichever is greater) . B. Repair any leaks by refitting or replacing pipe and/or fittings. HOMMOCKS PARK APARTMENTS SYSTEM START-UP AND TESTING 15012/Page 1 Mamaroneck, NY PE&P Project No. 2570 C. Use of sealing compounds absolutely forbidden. D. Test to be observed by Architect. 3.02 HYDRONIC SYSTEMS BALANCE A. Initial Procedure: 1. Open all manual valves to full open position. 2. Examine water or glycol in system and determine if water has been treated and cleaned. 3. Check expansion tanks to determine that they are not air bound or water logged and system is full of water and at proper min. pressure. 4. Check all air vents at high points of water systems and determine all are installed and operating freely. 5. Preset all balancing fittings. 6. Adjust water pumps to deliver proper gallons per minute. 7. Check operation of any automatic bypass or diverting valves B. Final Check and Records: 1. After adjustments are made, recheck settings at pumps and readjust if required. 2. If pumps are readjusted, re-check flow rate on coils and readjust as required: 3. Record the following items for each water coil: a. Inlet water temperatures. b. Leaving water temperatures. C. Pressure drop. 3.03 REPORT AND GUARANTEE A. Upon completion, all information shall be inserted in report form listing all items required by specifications. Entire report shall be neatly typed and (3) copies submitted to Architect for approval. Results shall be guaranteed. END OF SECTION 15012 HOMMOCKS PARK APARTMENTS SYSTEM START-UP AND TESTING 15012/Page 2 Mamaroneck, NY PE&P Project No. 2570 SECTION 15013 DEMONSTRATION OF COMPLETE MECHANICAL SYSTEMS ------------------ PART 1 - GENERAL ------------------ 1.01 DESCRIPTION A. Work Included: 1. Throughly demonstrate and instruct designated representatives of the Owner in the care and operation of all the heating systems and equipment furnished and installed in the contract. 2. Submit letters attesting to the satisfactory completion of all instructions. Letters shall include date of completion of instruction, names of persons in attendance and be countersigned by authorized representative of Owner. 3. Following equipment and systems included: a. Temperature controls b. Boiler/burners ------------------- PART 2 - PRODUCTS ------------------- NOT USED --------------------- PART 3 - EXECUTION --------------------- NOT USED END OF SECTION 15013 HOMMOCKS PARK APARTMENTS DEMONSTRATION OF COMPLETE 15013/Page 1 Mamaroneck, NY MECHANICAL SYSTEMS PE&P Project No. 2570 SECTION 15061 HANGERS AND SUPPORTS ----------------------- PART 1 - GENERAL ----------------------- 1.01 DESCRIPTION A. Work Included: 1. Provide pipe and duct work hangers, inserts, and supports where indicated and/or specified, and where required to properly support all piping and duct work whether or not shown. 2. General Requirements: a. No support by wires, band iron, chains, or from other piping, nor by vertical expansion bolts. b. Hangers, inserts, clamps, etc; Grinnell (Design make) . C. For convenience in designated type, style, etc. ; Grinnell catalog numbers are used. B. Related Work Specified Elsewhere: 1. SECTION 15010-General Provisions. 2. SECTION 15840-Sheet Metal Construction and Accessories. 1.02 SUBMITTALS A. Refer to SECTION 15011 - Submittals and Manuals. -------------------- PART 2 - PRODUCTS -------------------- 2.01 HANGERS AND SUPPORTS A. General : 1. Similar to Grinnell , catalog names and numbers as listed below or as otherwise noted. HOMMOCKS PARK APARTMENTS HANGERS AND SUPPORTS 15061/Page 1 Mamaroneck, NY PE&P Project No. 2570 2. Hangers for uninsulated copper pipe to be copper platea. All other hanger rods fittings, and hardware to be corrosion resistant (galvanized or anodized) . 3. Special hangers and supports as shown on the drawings as required to suit existing conditions, or as required for proper installation of equipment. 4. On insulated piping hangers shall be oversized to accommodate insulation and insulation shield. B. Hangers: 1. Hung piping: a. Wrought band type for 1-1/4" and less. 2. Supported piping: a. Pipe roll (vertical adjustment not required) . (271) b. Pipe roll (when vertical adjustment is required). (274) C. Wall bracket (194,195) 3. Vertical piping: a. Riser clamp at alternate floors for 2" and smaller. 4. Insulated pipe hanging section: a. Clevis type with Shield (167) . 5. Rods to be length for as much swing as possible. (4) nuts per rod. a. Size: (1) 3/8" for 2" and smaller. (2) 3/4" for 6". (3) 1/2" for 2-1/2"-3". (4) 5/8" for 4" to 5". (5) 7/7" for 8" to 12". C. Structural Steel Connectors: 1. C-clamp with lock nut of size for rod. (86) HOMMOCKS PARK APARTMENTS HANGERS AND SUPPORTS 15061/Page 2 Mamaroneck, NY PE&P Project No. 2570 2. Beam and channel clamps of types as required. D. Concrete Connectors: 1. Carbon steel concrete insert. (281) 2. For pipes 6" and larger insert 10"x1/2" reinforcing rod through top of insert. 3. Slotted inserts may be used in lieu of multiple single inserts. E. Wood Construction: 1. Side beam bracket for side connection. (202) 2. Coach screw rods may be used on 2-1/2" and smaller if construction is heavy enough. 2.02 DUCT HANGERS AND SUPPORTS A. Per SMACNA Manual Standards for size, height and location of duct work. --------------------- PART 3 - EXECUTION --------------------- 3.01 PRE-INSTALLATION WORK A. Coordination: 1. Verify locations of HVAC equipment and that of other trades. 2. Plan installation so that work is in accordance with plans and specifications. 3. Coorperate with other trades and avoid all conflicts. 4. Prepare drawings showing locations and types of hangers and upports if necessary for coordination with other trades. 3.02 INSTALLATION A. General: 1. Properly support, anchor, and guide all work. 2. Allow for sufficient expansion and contraction. HOMMOCKS PARK APARTMENTS HANGERS AND SUPPORTS 15061/Page 3 Mamaroneck, NY PE&P Project No. 2570 3. Groups of pipes of similar operation temperatures may be supported on approved common hangers, if so noted or requested. 4. Provide all necessary pipe bars, structural steel shapes and accessories. B. Wood Construction: 1. Use lag screws or bolt through with nut and lock washer. 2. Location and method of fatening to be approved by Architect for each area requiring support from wood structural members. C. Hanger Spacing Maximum: 1. Copper: 1/2"-1"-6' on runs, and at each elbow or tee. 2. Copper: 1-1/4" up-10' runs, and at each elbow or tee. 3. Steel: All sizes-10' on runs, and at elbow or tee. 3.03 MISCELLANEOUS A. Hangers, supporting devices and inserts shall be installed in accordance with applicable sections of this specification, as detailed and/or indicated on the drawings and in accordance with the manuf. recommended installation instructions. B. Adjustments: 1. Adjust all hangers after installation of piping to secure proper pitch for the system of piping for which used. END OF SECTION 15061 HOMMOCKS PARK APARTMENTS HANGERS AND SUPPORTS 15061/Page 4 Mamaroneck, NY PE&P Project No. 2570 SECTION 15180 INSULATION -------------------- PART 1 - GENERAL -------------------- 1.01 DESCRIPTION A. Work Included: 1. Furnish and install all thermal and acoustical insulation as shown on the drawings and as specified herein. 1.02 SCOPE OF WORK A. The general scope of insulation work shall include, but not be limited to the following new work. B. All piping for Hydronic Heating System. 1.03 SUBMITTALS A. Provide complete data for type specified. -------------------- PART 2 - PRODUCTS ------------------- 2.01 GENERAL A. Fire Resistance: 1. All materials, jackets, adhesives, etc. , to have max. composite UL rating of 25-flame spread, 50-fuel contributed 50-smoke developed. Note: Smoke developed rating for closed cell flexible (elastomeric) foam plastic insulation to be 150 or less. 2. All ratings to be per ASTM E-84. 2.02 PIPE COVERING A. Type "A". 1. Material: Cylindrically molded glass fiber type, 3-1/2 lb. density. HOMMOCKS PARK APARTMENTS INSULATION 15180/Page 1 Mamaroneck, NY PE&P Project No. 2570 2. Thickness: a. At hot water piping provide 1/2" thickness. 3. Jacket: White kraft outer surface bonded to aluminum foil and reinforced with fiberglass yarn, permanently treated for fire and smoke safety and to prevent corrosion of the foil . 2.03 VALVES AND FITTINGS A. Valves and fittings shall be insulated to match appearance and efficiency of adjacent pipe insulation, using "Zeston" type pre-molded PVC fitting covers. B. Fitting covers shall be installed in accordance with manuf. recommendations. C. Joints between pipe insulation and fitting covers shall be taped with matching white tape. 2.04 ACCEPTABLE MANUFACTURERS A. Fiberglass: 1. Owens-Corning or equal . B. Adhesives: 1. Benjamin Foster or equal . 2. Ceel-tite 100 Welding Adhesive (plastic wrapper) . -------------------- PART 3 - EXECUTION -------------------- 3.01 GENERAL REQUIREMENTS A. Install thermal insulation as follows: 1. Only on clean, dry surfaces and after piing has been tested and found to be tight. 2. Continuous through wall or ceiling openings and sleeves. 3. On cold surfaces with continuous unbroken vapor seal. 4. Ducts and pipes individually insulated. HOMMOCKS PARK APARTMENTS INSULATION 15180/Page 2 Mamaroneck, NY PE&P Project No. 2570 B. Do not commence work until building or area is weathertight and permission is granted to start work. C. Do not cover inspection stampings, hand holes, manholes, plugged outlets, etc. , on equipment. D. Concealed is generally intnded to mean work within or behind various construction elements, or in crawl spaces or trenches, which is not exposed to view when project is complete. E. Exposed is generally intended to mean anything exposed to view when project is complete, as opposed to concealed. F. Comply with manuf. instructions and recommendations. 3.02 PIPE INSULATION A. General : 1. Comply with manuf. installation instructions and recommendations. 2. Install only when ambient temperatures are within range recommended by manuf. 3. Staples not permitted in insulation on condensate drain lines. B. Type "A" 1. Install on all heating water supply and return piping to minimum thickness of 1". 2. Seal with factory applied pressure-sealing adhesive strip and staples on the longitudinal lap. 3. Seal butt joints with pressure-sealing adhesive strip at least 2" wide. 4. Valves and fittings in concealed spaces; min. 3/4" coating of mineral wool insulating cement, trowelled smooth to thickness of adjacent covering. 5. Valves and fittings in exposed locations; pre-molded PVC insulation fittings similar to Zeston, Inc. END OF SECTION 15180 HOMMOCKS PARK APARTMENTS INSULATION 15180/Page 3 Mamaroneck, NY PE&P Project No. 2570 SECTION 15510 HEATING DISTRIBUTION EQUIPMENT -------------------- PART 1 - GENERAL -------------------- 1.01 WORK INCLUDED A. Pipe and pipe fittings B. Valves C. Heating water piping system D. Baseboard radiators and covers 1.02 RELATED WORK A. Section 15060 - Pipe and Pipe Fittings: Piping specialties B. Section 15140 - Supports and Anchors C. Section 15260 - Piping Insulation 1.03 REFERENCES A. ANSI/ASME B31.9 - Building Services Piping B. ASTM B32 - Solder Metal C. ASTM B88 - Seamless Copper Water Tube 1.04 REGULATORY REQUIREMENTS A. Conform to ANSI/ASME B31.9 1.05 QUALITY ASSURANCE A. Valves: Manufacturer's name and pressure rating marked on valve body. B. Welding Materials and Procedures: Conform to ANSI/ASME SEC 9 and applicable state labor regulations. 1.06 SUBMITTALS A. Submit product data under provisions of Section 01300. HOMMOCKS PARK APARTMENTS HEATING DISTRIBUTION 15510 Mamaroneck, NY EQUIPMENT Page 1 PE&P Project 2570 B. Include data on pipe materials, pipe fittings, valves, and accessories. C. Baseboard radiators and covers. D. Control devices 1.07 DELIVERY. STORAGE, AND HANDLING A. Deliver products to site store and protect under provisions of General Conditions of Contract. o a dofro un ov o (ADO C. Deliver and store valves in shipping containers with labelling in place. ------------------------- PART 2 - PRODUCTS ------------------------- 2.01 HEATING WATER PIPING. ABOVE GROUND A. Copper Tubing: ASTM B88, Type M, hard drawn. 1. Fittings: ANSI/ASME B16.23 cast brass of ANSI/ASME 616.29 solder wrought copper. 2.02 EQUIPMENT DRAINS AND OVERFLOWS A. Copper Tubing: ASTM B88, Type M, hard drawn. 1. Fittings: ANSI/ASME B16.23 cast brass of ANSI/ASME B16.29 solder wrought copper. 2. Joints: ASTM B32, solder, Grade 95TA, ANSI/AWS A5.8, B Cup silver braze. 2.03 FLANGES, UNIONS AND COUPLINGS A. Pipe Size 2 inches 50 mm and under: 150 psig 1/034 kPa bronze unions for copper pipe, coldered joints. 2.04 ACCEPTABLE MANUFACTURERS - GATE VALVES A. NIBCO 2.05 GATE VALVES A. Up to 2 Inches (50 mm) : Bronze body, bronze trim, non-rising rising stem, handwheel, inside screw, double wedge or disc. threaded ends. HOMMOCKS PARK APARTMENTS HEATING DISTRIBUTION 15510 Mamaroneck, NY EQUIPMENT Page 2 PE&P Project 2570 2.06 ACCEPTABLE MANUFACTURERS - GLOBE VALVES A. NIBCO 2.07 GLOBE VALVES A. Up to 2 Inches (50mm) : Bronze body, bronze trim, rising stem and handwheel , inside screw, renewable composition disc, solder screwed ends, with backseating capacity, repackable under pressure. 2.08 ACCEPTABLE MANUFACTURERS - SWING CHECK VALVES A. NIBCO 2.09 SWING CHECK VALVES A. Up to 2 Inches (50 mm) : Bronze 45 degree swing disc, screwed ends. 2.10 ACCEPTABLE MANUFACTURERS - RELIEF VALVES A. Watts 2.11 RELIEF VALVES A. Bronze body, teflon seat, stainless steel stem and springs, automatic, direct pressure actuated, capacities ASME certified and labelled. 2.12 BASEBOARD RADIATORS A. To be Model 15-75E as manufactured by Slant Fin with minimum output of 620 BTU/L.F. at inlet temperature of 190°F at 4 GPM. Covers to be No. 15-D for active and inactive lengths by Slant-Fin. 2.13 CONTROLS AND CONTROL WIRING A. Thermostats and control wiring as shown on plans to be wired to each boiler. Units by Honeywell No. T87S1826. ------------------- PART 3 EXECUTION ------------------- 3.01 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain and ferrous pipe. HOMMOCKS PARK APARTMENTS HEATING DISTRIBUTION 15510 Mamaroneck, NY EQUIPMENT Page 3 PE&P Project 2570 B. Remove scale and dirt on inside and outside before assembly. C. Prepare piping connections to equipment with flanges or unions. D. After completion, fill , clean, and treat systems. 3.02 INSTALLATION A. Route piping in orderly manner, plumb and parallel to building structure, and maintain gradient. B. Install piping to conserve building space, and not interfere with use of space and other work. C. Group piping whenever practical at common elevations. D. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. E. Provide clearance for installation of insulation, and access to valves and fittings. F. Provide access where valves and fittings are not exposed. G. Slope piping and arrange systems to drain at low points. Use eccentric reducers to maintain top of pipe level . H. Install valves with stems upright or horizontal , not inverted. 3.03 APPLICATION A. Install unions downstream of valves and at equipment or apparatus connections. B. Install brass male adapters each side of valves in copper piped system. Sweat solder adapters to pipe. C. Install gate valves for shut-off and to isolate equipment, part of systems, or vertical risers. D. Install globe valves for throttling flow control services. E. Provide 3/4 inch (20 mm) drain valves at main shut-off valves, low points of piping, bases of vertical risers, and at equipment. END OF SECTION 15510 HOMMOCKS PARK APARTMENTS HEATING DISTRIBUTION 15510 Mamaroneck , NY EQUIPMENT Page 4 PE&P Project 2570 SECTION 15556 BOILER AND HOT WATER HEATER ------------------------ PART 1 - GENERAL ------------------------ 1.01 SECTION INCLUDES A. Boilers B. Controls and boiler trim C. Hot water connections D. Fuel connection E. Intake and exhaust terminations 1.02 RELATED SECTIONS A. Section 15515 - Heating Distribution Equipment 1.03 REFERENCES A. AGA - Directory of Certified Appliances and Accessories B. ANSI/AGA Z21.13 - Gas-Fired Low-Pressure Steam and Hot Water Boilers C. ANSI/AGA Z223.1 - National Fuel Gas Code D. ANSI/NFPA 70 - National Electrical Code E. HI (Hydronics Institute) - Testing and Rating Standard for Cast Iron and Steel Heating Boilers. 1.04 SUBMITTALS A. Submit product data the following under provisions of the General Conditions: 1. Boiler and hot water heater-including all controls and ancillaries. 2. Intake and exhaust terminations 1.05 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of the General Conditions. HOMMOCKS PARK APARTMENTS BOILER AND HOT WATER HEATER 15556 Mamaroneck, NY Page 1 PE&P Project 2570 B. Include manufacturer's descriptive literature, operat4ng instructions, cleaning procedures, replacement parts list, and maintenance and repair data. 1.06 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum three years documented experience. 1.07 REGULATORY REQUIREMENTS A. Conform to applicable ANSI/NFPA 70 code for internal wiring of factory wired equipment. B. Conform to ASNI/ASME SEC 4 and SEC 8D and ANSI/AGA Z21 . 13 ANSI/UL 726 for boiler construction. C. Units: AGA certified. UL labelled. 1 .08 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site store and protect under provisions of General Conditions of Contract. B. Protect units before, during, and after installation from damage to casing by leaving factory shipping packaging in place until immediately prior to final acceptance. 1.09 WARRANTY A. Provide ten year warranty for Boiler and Hot Water Heater. ------------------------ PART 2 - PRODUCTS ------------------------ 2.01 MANUFACTURERS A. Weil McLain 2.02 MANUFACTURED UNITS A. Hot water boilers suitable for High Efficiency Operation "Greater than 87.5% A.F.U.E. " 2.03 HOT WATER BOILER TRIM A. Combination water pressure and temperature gage and ASME rated pressure relief valve. HOMMOCKS PARK APARTMENTS BOILER AND HOT WATER HEATER 15556 Mamaroneck, NY Page 2 PE&P Project 2570 B. Low water cut-off with manual reset to automatically prevent burner operation when boiler water falls below safe level . C. High limit temperature controller for burner to prevent boiler water temperature from exceeding safe system temperature. D. Boiler air vent. E. Combination step - opening gas control valve (includes main valve, redundant valve) for 24 volt. --------------------------- PART 3 - EXECUTION --------------------------- 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Provide for connection to electrical service. C. Provide connection of gas service in accordance with ANSI/AGA Z223.1. D. Pipe relief valves in to drain pan. END OF SECTION 15556 HOMMOCKS PARK APARTMENTS BOILER AND HOT WATER HEATER 15556 Mamaroneck, NY Page 3 PE&P Project 2570 SECTION 15840 SHEET METAL CONSTRUCTION AND ACCESSORIES -------------------- PART 1 - GENERAL -------------------- 1.01 DESCRIPTION A. Work Included: 1. All sheet metal work shall be fabricated and installed in compliance with the following: a. Appropriate manuals issued by the Sheet Metal and Air Conditioning Contractors National Association, Inc. b. Only by an experienced and approved subcontractor specializing in this type of work. C. So as to be concealed in general construction unless otherwise specified or detailed on plans. d. Essentially as shown on plans and in manner to satisfy construction requirements of all other trades. e. Of sizes shown on plans (inside duct dimensions). 1.02 SUBMITTALS A. Prepare 1/4" scale or larger drawings within 30 days after contract award. 1. For all areas. 2. Incorporating dimensions of actual equipment used. 3. Showing adequate sections, elevations and plan views. 4. Indicating all dampers and other required accessories. 5. Size and location of all floor, wall and roof openings. 6. Indicating elevation above floor and ceiling height for each room. HOMMOCKS PARK APARTMENTS SHEET METAL CONSTRUCTION 15840/Page 1 Mamaroneck, NY & ACCESSORIES PE&P Project No. 2570 B. Call to Architect's attention, in writing, any deviations from contract plans and specifications. -------------------- PART 2 - PRODUCTS -------------------- 2.01 DUCT WORK MATERIALS A. Unless otherwise detailed or called for on plans, use following materials of gauges and weights as per Duct Manual . Material Service 1. Galvanized steel Standard exhaust unless ASTM A-43-59T Otherwise noted. 2. Aluminum-ASTM Toilets, and other high humidity B-209 alloy areas where noted on drawings or otherwise required. 2.02 FLEXIBLE CONNECTIONS A. Provide at all intake and discharge connections. 1. Round connections: Adhesive and approved metal draw bands; ends tightly bolted together. 2. Rectangular flanges: Material securely held in grooved seam, tightly clipped or riveted on 6" centers. 3. Connections not over 2" between duct and equipment, with at least 1" excess material. 4. Installed neatly so as not to interfere with air flow through connection. B. Materials: 1. Water, fire and mildew resistant. 2. NFPA approved. 3. Low velocity style: a. Fabric, approximately 20 oz. per square yard. b. "Ventfab" as made by Ventfabrics, Inc. , or equal. HOMMOCKS PARK APARTMENTS SHEET METAL CONSTRUCTION 15840/Page 2 Mamaroneck, NY & ACCESSORIES PE&P Project No. 2570 2.03 DUCT SUPPORTS A. As per Duct Manual : 1. Same material as duct. 2. Hanger bands to extend down sides and turn under bottom 2". 3. Min. (2) metal screws per hanger. 2.05 VENT CAPS A. Breidert Type L or equal. 2.11 ROOF GOOSENECK A. Galvanized sheet metal of sizes shown, finished with (2) coats of corrosion resistant primer and (1) coat weatherproof gray enamel . Submit print system for approval. -------------------- PART 3 - EXECUTION -------------------- 3.01 GENERAL A. Contractor shall : 1. Make system air tight as approved, replacing any poor joints or careless work. 2. Submit for approval before fabrication, all changes in size require by obstructions and job conditions. 3. Check general construction drawings for detailed information and locations. 4. Keep all openings closed with caps during construction to prevent entrance of dirt, debris, etc. 5. Provide collars to trim all unsightly duct openings in general construction work. 6. Install duct work in all spaces as high as possible and in locations to avoid interference with recessed lights, piping, general construction, etc. 7. Provide all necessary openings, sleeves, hanger inserts, chases, recesses, etc. , in general construction work. HOMMOCKS PARK APARTMENTS SHEET METAL CONSTRUCTION 15840/Page 3 Mamaroneck, NY & ACCESSORIES PE&P Project No. 2570 8. Use silicone sealant for all joints wherever caulking is required. 9. Contractor shall make final duct work connections to equipment (furnished by others) where indicated on the drawings. 3.02 RECTANGULAR DUCT WORK A. Construction: 1. In compliance with applicable section of duct manual. 3.03 CLEANING DUCT WORK AND SYSTEM COMPONENTS A. Clean all rubbish, dirt, etc. , from system before fans are activated. 1. Keep openings closed during construction. 2. Pay all damages resulting from dirt blown on painted or other finished surfaces. 3. Repair or replace to satisfaction of Architect's Representative, any damaged fan wheels, dampers, or other system parts. 3.04 TEST OF DUCT WORK A. Ascertain location of leaks and repair as required. B. Repeat test after each repair job; repeat as many times as necessary to allowable leakage. END OF SECTION 15840 HOMMOCKS PARK APARTMENTS SHEET METAL CONSTRUCTION 15840/Page 4 Mamaroneck, NY & ACCESSORIES PE&P Project No. 2570 SECTION 16010 GENERAL PROVISIONS -------------------- PART 1 - GENERAL -------------------- 1.01 DESCRIPTION A. Scope of Work: 1. The intention of the electrical specifications and plans is to provide for finished systems, properly tested, balanced, and ready for operation including necessary minor details and accessories required to make the work complete even though such items may not be expressly shown or specified. B. Work to be performed shall essentially be comprised of, but not limited to the following: 1. All wiring and conduit for work specified herein and detailed on the drawings. 2. All electrical devices and equipment for work specified herein and detailed on the drawings. 3. The following systems: a. Electrical distribution b. Equipment connections C. Lighting d. Time Clock System and Photo Electric Sensors C. Definitions: 1. Symbols are defined on the drawings. 2. Abbreviations are defined in elsewhere. D. Work Installed but furnished by Others: 1. The electrical contractor shall make all electrical connections to equipment shown on the drawings and furnished by others. Request and obtain, from the contractor furnishing the equipment, the approved wiring, diagrams, and location drawings for roughing in and making final connections. HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 16010/Page 1 Mamaroneck, NY PE&P Project 2570 2. Provide and install disconnect switches, etc. , if such are required and are not furnished with the equipment. S. F-►3Pc. of 11-ITACrA Aria ppaooe'o B-t Ni c,-c. F. Electric Layouts: AiL6 gxcwy 1. Arrange all panels, switches, breakers, equipment, etc. , and raceways neatly, orderly and symmetrically. Provide 3/4" plywood faced wood backboards of 1-1/4" angle iron frame works where required to mount the apparatus. Submit detailed drawings showing exact sizes and locations for approval before beginning work. Arrangements shown on the plans are diagrammatic only. 1.02 QUALITY ASSURANCE A. Codes and Standards: 1. Perform all work in accordance with all Federal , State and Local Building and Electrical Codes, Laws, Ordinances, and Regulations that apply to the work. Comply with all applicable NFPA and Utility Co. regulations. All work is to be in accordance with the National Electrical Code. All materials are to bear the Underwriter's Laboratory Seal . B. Permits and Inspections: 1. Obtain all required approvals, tests, and inspections by the Architect, Engineer, Local Electrical Inspector, or by an agent or agency, as required in the specifications or any National or State or Local Codes and Ordinances. Contractor shall schedule a NBFU inspection and submit certificate to the Architect. 2. Furnish all materials and labor necessary for tests and pay all costs associated with tests and inspections. 3. For load balancing, and where required by Codes, Regulations, Ordinances, or this specification, conduct all tests under load. 1.03 ELECTRICAL REFERENCE ABBREVIATIONS A. AIA - American Institute of Architects B. AISC - American Institute of Steel Construction C. ANSI - American National Standards Institute D. ASTM - American Society of Testing Materials HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 16010/Page 2 Mamaroneck, NY PE&P Project 2570 E. IEEE - Institute of Electric and Electronic Engineers F. IES - Illuminating Engineering Society G. NBFU - National Board of Fire Underwriters H. NEC - National Electric Code I . NEMA - National Electrical Manufacturers' Association J. NFPA - National Fire Protection Association K. UL - Underwriters' Laboratories, Inc. ------------------ PART 2 - PRODUCTS ------------------ NOT USED -------------------- PART 3 - EXECUTION -------------------- NOT USED END OF SECTION 16010 HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 16010/Page 3 Mamaroneck, NY PE&P Project 2570 SECTION 16011 SUBMITTALS AND MANUALS ------------------- PART 1 - GENERAL ------------------- 1.01 DESCRIPTION A. Submit the following as specified in each Section. 1. SECTION 16140 - Switches a. Single pole switches b. Three way switches C. Switches with pilot lights 2. SECTION 16141 - Receptacles: a. Standard receptacles b. Special duty receptacles 3. SECTION 16142 - Cover Plates a. Switch plates b. Receptacle plates C. Telephone plates d. Blank plates 4. SECTION 16170 - Disconnects: a. Disconnects 5. SECTION 16470 - Distribution Panels: a. Panels b. Circuit Breakers C. Fuses HOMMOCKS PARK APARTMENTS SUBMITTALS AND MANUALS 16011/Page 1 Mamaroneck, NY PE&P Project No. 2570 6. SECTION 16505 - Interior Lighting: a. Light fixtures b. Accessories 7. SECTION 16530 - Exterior Lighting: a. Light fixtures b. Accessories 9. SECTION 16120 - Conductors C. Manuals shall comply with the requirements of The General Conditions. --------------------- PART 2 - PRODUCTS --------------------- NOT USED --------------------- PART 3 - EXECUTION --------------------- NOT USED END OF SECTION 16011 HOMMOCKS PARK APARTMENTS SUBMITTALS AND MANUALS 16011/Page 2 Mamaroneck, NY PE&P Project No. 2570 SECTION 16013 CUTTING AND PATCHING -------------------- PART 1 - GENERAL -------------------- 1.01 DIVISION OF RESPONSIBILITIES A. ew Co truc ion: The Gen ral Cons ruction ntracto Wil rov de in the general constru tion work all op ings, ch es, recesses, lintels and buc s that ar requ ' ed for the ad ission of e work. 2. EC sh 1 furnis all nec ssary formation to G , such a the 1 cations and sizes in ampl time fo the nstalla ion f el ctric work . foft- 3. C s all delive all a chor bolts nd s eeves th t a e to be u �rfi lac d into t Gener 1 Contract is ork for i st llation St%S►oa y G EC shat locate the setti s, eck the c tions as ca-e the w k pro esses, an provid temp ates or ld ng Roo*2 fixtures required to in prop accur cy. RVAf ------------------- PART 2 - PRODUCTS ------------------- NOT USED --------------------- PART 3 - EXECUTION --------------------- 3.01 INSTALLATION A. In no case may floors or walls that are waterproofed be cut for the admission of any equipment or materials, nor may any structural members be pierced without written permission. HOMMOCKS PARK APARTMENTS CUTTING AND PATCHING 16013/Page 1 Mamaroneck, NY PE&P Project No. 2570 SECTION 16060 DEMONSTRATION OF COMPLETE ELECTRIC SYSTEMS ------------------- PART 1 - GENERAL ------------------- 1.01 DESCRIPTION A. Work Included: 1. Thoroughly demonstrate and instruct designated representative of the Owner in the care and operation of all electrical systems and equipment furnished and installed in the contract. 2. Submit letters attesting to the satisfactory completion of all instructions. Letters shall include date of completion of instruction, names of persons in attendance and be countersigned by authorized representative of Owner. 3. Architect's representative must be present when the Owner's representative is being instructed. 4. The following equipment and systems are included: a. Site lighting system -------------------- PART 2 - PRODUCTS -------------------- NOT USED -------------------- PART 3 - EXECUTION -------------------- NOT USED END OF SECTION 16060 HOMMOCKS PARK APARTMENTS DEMONSTRATION OF COMPLETE 16060/Page 1 Mamaroneck, NY ELECTRIC SYSTEMS PE&P Project No. 2570 SECTION 16100 BASIC MATERIALS AND METHODS ------------------- PART 1 - GENERAL ------------------- 1.01 MATERIALS A. Install new and unused materials of latest style and as specified free of all defects which impair the appearance and operation. B. Provide materials and equipment to meet design and capacity as specified by description and manufacturers catalog number. C. Include all necessary auxiliary components to form a complete, operating and approved installation. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. DIVISION 2 - Site Work B. General Conditions C. SECTION 16011 - Submittals and Manuals 1.03 SLEEVES, INSERTS. FASTENERS, HANGERS, SUPPORTS, ETC. A. Provide all necessary sleeves, inserts, fasteners, hangers, supports, connectors, etc. , for a complete electrical system. B. All work to meet approval of the Architects and Engineers -------------------- PART 2 - PRODUCTS -------------------- NOT USED -------------------- PART 3 - EXECUTION -------------------- NOT USED END OF SECTION 16100 HOMMOCKS PARK APARTMENTS BASIC MATERIALS AND METHODS 16100\Page 1 Mamaroneck, NY PE&P Project No. 2570 B. Furnish and install all panels, raceways, boxes, etc. , ahead of the general construction work and keep a man on the job during the installation of the general construction work to be responsible for and to maintain them in position. C. Unless otherwise noted elsewhere in the contract documents, the Electric Contractor shall bear the expense of all cutting, patching, repairing or replacing of the work of other trades made necessary by any fault, error or tardiness on the part of or damage done by him. He shall employ and pay the contractor whose work is involved. END OF SECTION 16013 HOMMOCKS PARK APARTMENTS CUTTING AND PATCHING 16013/Page 2 Mamaroneck, NY PE&P Project No. 2570 SECTION 16120 CONDUCTORS -------------------- PART 1 - GENERAL -------------------- 1.01 RELATED WORK SPECIFIED ELSEWHERE A. SECTION 16101 - Identification 1.02 WORK INCLUDED A. Feeder Conductors B. Branch circuit conductors C. Communications conductors ---------------------- PART 2 - PRODUCTS ---------------------- 2.01 CONDUCTORS A. 600 Volt and Below: 1. 98% conductivity, annealed copper 2. 412 AWG min. size B. Insulation 1. 600 volt for building feeders and branch circuits 2. Use Type THHN/THWN Type NM or NMS in all locations as allowed by N.E.C. 3. For communications wiring use insulation, shielding, and jacketing as required by communications equipment manufacturer. C. Make: 1. Power: a. Anaconda, General Cable, Rome, General Electric,Cressent 2. Communications: a. Belden, PWC, Alphs HOMMOCKS PARK APARTMENTS CONDUCTORS 16120/Page 1 Mamaroneck, NY PE&P No. 2570 2.02 SPLICES AND TERMINATION A. 600 Volt: 1. Use wire connectors similar to Ideal wire nuts of Scothlok spring connectors for size #10 and smaller. 2. Use T&B Burnay Type KSU for sizes X68 and larger. ---------------------- PART 3 - EXECUTION ---------------------- 3.01 WIRE AND CABLE A. Install all wire and cable between meters and distribution panels in an approved raceway. B. Use UL approved lubricants for wire pulling. C. Tag all feeders, subfeeders, special system wiring and branch circuit wiring at each pull box, junction box and gutter space denoting point of origin and termination. D. Install green grounding wire in flexible conduit for connection to equipment, motors, transformers, etc. 3.02 SPLICES AND TERMINATIONS A. Make all splices accessible B. Insulate all splices, taps, connections to insulation value of conductor. C. Follow all instructions and recommendations of the splice material manufacturer. D. Terminate communication cables with termination blocks as described in individual sections. END OF SECTION 16120 HOMMOCKS PARK APARTMENTS CONDUCTORS 16120/Page 2 Mamaroneck, NY PE&P No. 2570 SECTION 16130 OUTLET BOXES ------------------- PART 1 - GENERAL ------------------- 1.01 RELATED WORK SPECIFIED ELSEWHERE A. SECTION 16450 - Grounding B. SECTION 16505 - Interior Lighting C. SECTION 16530 - Site Lighting 1.02 WORK INCLUDED A. Outlet boxes for all switches, receptacles, light fixtures, controls, alarm system. ---------------------- PART 2 - PRODUCTS ---------------------- 2.01 TYPE A. Plastic, PVC for recessed work and exposed work in unfinished spaces. 2.02 SIZE A. Use size required for number and size of conduits and conductors. Depth to suit wall depth and device installed. 2.03 COVERS A. Design and style for each type, outlet, junction box, etc. B. NEMA rated for each location. 2.04 MAKE A. Hubbell , Appleton, Crouse-Hinds, O.Z. Gedney, National, Steel City, Raco. HOMMOCKS PARK APARTMENTS OUTLET BOXES 16130/Page 1 Mamaroneck, NY PE&P Project No. 2570 -------------------- PART 3 - EXECUTION -------------------- 3.01 MOUNTING A. Fully recess except where otherwise specified or shown. B. Install in block walls at corner and top or bottom of block, requiring only one block to be cut. C. Coordinate locations with all trades, equipment and construction of others. 3.02 MOUNTING LOCATIONS A. Mounting heights-general locations unless shown on plans or required by equipment. 1. Switches: 48" 2. Receptacles: 16" 3. Disconnects: 60" 03 I TIF ATION unction Boxe . 1. Id nt i f on cover t e type sery i c such s powe 10VLk-TF li htin fire alar etc. dentif cation to be st nciled 1 ttering plast c name p to ype. C. mo s lye label sha 1 not be us 3.04 AINTI G A. Refer t SEC N 16012 Pa' ing END OF SECTION 16130 HOMMOCKS PARK APARTMENTS OUTLET BOXES 16130/Page 2 Mamaroneck, NY PE&P Project No. 2570 SECTION 16140 SWITCHES --------------------- PART 1 - GENERAL --------------------- 1.01 RELATED WORK SPECIFIED ELSEWHERE A. SECTION 16130 - Outlet Boxes B. SECTION 16142 - Coverplates C. SECTION 16450 - Grounding 1.02 WORK INCLUDED A. Switches for lighting 1.03 SUBMITTALS A. Refer to SECTION 01300 - Submittals B. Switches of each type C. Submit in brochure form ------------------- PART 2 - PRODUCTS ------------------- 2.01 SWITCHES A. Light Switches: 1. 20 amp heavy duty specification grade, toggle type, quiet operation, flush mounted, rated 120/240 volt. 2. Single, threeway, fourway or key operation as required by plans. B. Color to be white. --------------------- PART 3 - EXECUTION --------------------- 3.01 MOUNTING A. Mount all devices in outlet box, flush or surface as required. Align all switches and receptacles in vertical direction and at heights as specified, as shown on plans, or required by equipment. END OF SECTION 16140 HOMMOCKS PARK APARTMENTS SWITCHES 16140/Page 1 Mamaroneck, NY PE&P Project No. 2570 SECTION 16141 RECEPTACLES ------------------- PART 1 - GENERAL ------------------- 1.01 RELATED WORK SPECIFIED ELSEWHERE A. SECTION 16130 - Outlet Boxes B. SECTION 16142 - Coverplates C. SECTION 16450 - Grounding 1.02 WORK INCLUDED A. Standard receptacles B. GFI Outlets C. Special duty receptacles 1.03 SUBMITTALS A. Receptacles of each type B. Submit in brochure form ------------------- PART 2 - PRODUCTS ------------------- 2.01 ACCEPTABLE MANUFACTURERS A. Leviton, Lutron 2.02 DUPLEX RECEPTACLES A. Specification grade, 125 volt, 20 amp, 3 wire grounding. B. Color to be white. 2.03 SPECIAL DUTY 120V RECEPTACLES A. As required by equipment HOMMOCKS PARK APARTMENTS RECEPTACLES 16141/Page 1 Mamaroneck, NY PE&P Project No. 2570 B. As detailed on drawings -------------------- PART 3 - EXECUTION -------------------- 3.01 MOUNTING A. Mount all devices in outlet box, flush or surface as required. Align all switches and receptacles in vertical direction and at heights as specified, as shown on plans, or for required equipment. END OF SECTION 16141 HOMMOCKS PARK APARTMENTS RECEPTACLES 16141/Page 2 Mamaroneck, NY PE&P Project No. 2570 SECTION 16142 COVER PLATES ------------------- PART 1 - GENERAL ------------------- 1.01 RELATED WORK SPECIFIED ELSEWHERE i s Rip #Z B. SECTION 16140 - Switches C. SECTION 16141 - Receptacles 1.02 WORK INCLUDED A. Switch plates B. Receptacle plates C. Telephone plates D. Cable TV cover plates E. Blank plates 1.03 SUBMITTALS A. Cover plates of each size and type B. Submit in brochure form ------------------ PART 2 - PRODUCTS ------------------ 2.01 ACCEPTABLE MUNUFACTURERS A. Square D - Bell , GE, Hubbell , P&S, Leviton 2.02 COVER PLATES A. Weatherproof Cover Plates: 1. Gray cast aluminum cover 2. Resilient rubber or closed cell urethane foam gasket. HOMMOCKS PARK APARTMENTS COVER PLATES 16142/Page 1 Mamaroneck, NY PE&P Project No. 2570 3. Spring loaded doors. B. Special Cover Plates: 1. Provide special cover plates for ganged devices. 2. Provide engraved cover plates for labeled devices. 3. Provide blank cover plates for junction boxes and outlet boxes not used. 4. Provide cover plates with associated telephone jack as described in telephone system specifications. 5. All interior cover plates shall be white. --------------------- PART 3 - EXECUTION --------------------- 3.01 INSTALLATION A. Install cover plates on all wiring devices. B. Install blank cover plates on all junction boxes and unused outlet boxes. C. Install cover plates after all painting is completed. END OF SECTION 16142 HOMMOCKS PARK APARTMENTS COVER PLATES 16142/Page 2 Mamaroneck, NY PE&P Project No. 2570 SECTION 16170 DISCONNECTS ------------------- PART 1 - GENERAL ------------------- 1.01 RELATED WORK SPECIFIED ELSEWHERE A. SECTION 16120 - Conductors 1.02 WORK INCLUDED A. All disconnects as required by NEC. B. Submit shop drawings and/or manufacturer's detailed drawing of each disconnect. C. Label each submittal to correspond with specification section and equipment identification. D. Submit in brochure form. --------------------- PART 2 - PRODUCTS --------------------- 2.01 DISCONNECT SWITCHES A. Furnish and install heavy duty, non fusible type safety switches having the electrical characteristics, ratings and modifications shown on the drawings. B. Underwriters' Laboratories, Inc. , listed. HP rate, meet Federal Specifications WS-865-c, and NEMA Specifications KSI-1969. Safety switches shall be heavy duty type as manuf. by Square D Co. or approved equal. 2.03 MAKE A. Square D, GE and Westinghouse. -------------------- PART 3 - EXECUTION -------------------- NOT USED HOMMOCKS PARK APARTMENTS DISCONNECTS 16170/Page 1 Mamaroneck, NY PE&P Project No. 2570 SECTION 16420 TELEPHONE SERVICE ENTRANCE DISTRIBUTION AND TERMINATIONS -------------------- PART 1 - GENERAL -------------------- 1.01 SECTION INCLUDES A. Telephone service entrance raceway. B. Equipment and terminal backboards. 1.02 QUALITY ASSURANCE A. Telephone Utility Company. B. Installl work in accordance with Telephone Utility Company's rules and regulations. 1.03 SYSTEM DESCRIPTION A. The intent of this section is to provide a complete and properly functioning telephone system. System shall consist of all items necessary from point of telephone utility company's attachment to terminations with dwelling units. ------------------------ PART 2 - PRODUCTS ------------------------ 2.01 TELEPHONE TERMINATION BACKBOARDS A. Material : Plywood B. Size: 2 x 4 feet 3/4 inch thick 2.02 TELEPHONE TERMINATION CABINETS A. Cabinet Boxes: Galvanized steel with removable endwalls. B. Cabinet Fronts: For exterior application - provide steel , surface type concealed hinge. C. Finish: Gray baked enamel. 2.03 DISTRIBUTION WIRING A. Provide wiring in accordance with telephone utility company's rules and regulations. HOMMOCKS PARK APARTMENTS TELEPHONE SERVICE ENTRANCE 16420/Page 1 Mamaroneck, NY DISTRIBUTION AND TERMINALS PE&P Project No. 2570 2.04 TERMINATIONS A. Provide terminals in accordance with telephone utility company's rules and regulations. ----------------------- PART 3 - EXECUTION ----------------------- 3.01 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts existing conditions. 3.02 INSTALLATION A. Finish paint termination backboards with durable black enamel under the provisions of Section 09900 prior to installation of telephone equipment. B. Install termination cabinets plumb, and attach securely at each corner. C. Mark all backboards and cabinets with the legend "TELEPHONE". END OF SECTION 16420 HOMMOCKS PARK APARTMENTS TELEPHONE SERVICE ENTRANCE 16420/Page 2 Mamaroneck, NY DISTRIBUTION AND TERMINALS PE&P Project No. 2570 SECTION 16430 TELEVISION DISTRIBUTION SYSTEM --------------------- PART 1 - GENERAL --------------------- 1.01 SECTION INCLUDES A. Television distribution equipment. B. Cable and accessories. 1.02 RELATED SECTIONS A. Section 16120 - Wire and Cable. B. Section 16130 - Boxes. 1.03 SYSTEM DESCRIPTION A. The intent of this section is to provide a complete cable television system to each unit with terminals as shown. System shall consist of all items necessry to provide properly functional system from point of connection with utility company to terminations in dwelling units 1.04 SUBMITTALS A. Submit under provision of Section 01300. B. Shop Drawings: Indicate installation details. C. Product Data: Submit for each component. D. Submit manufacturer's installation instructions. 1.05 QUALIFICATIONS A. Supplier: Company specializing in supplying the products specified in this Section with minimum three years documented experience, and authorized by product manufacturer. 1.06 REGULATORY REQUIREMENTS A. Conform to requirements of cable Utility. 1.07 MAINTENANCE SERVICE A. Furnish service and maintenance of products for one year from Date of Substantial Completion. HOMMOCKS PARK APARTMENTS TELEVISION DISTRIBUTION SYSTEM 16430/Page 1 Mamroneck, NY PE&P No. 2570 ------------------- PART 2 - EXECUTION ------------------- 2.01 INSTALLATION A. Connect cable television service in accordance with cable Utility instructions. B. Provide boxes for mounting devices, cable pulling, and splicing cables under provisions of Section 16130. 2.02 DEMONSTRATION A. Include demonstration of color television operation and specified signal level at two outlets selected by Owner. END OF SECTION 16430 HOMMOCKS PARK APARTMENTS TELEVISION DISTRIBUTION SYSTEM 16430/Page 2 Mamroneck, NY PE&P No. 2570 SECTION 16450 GROUNDING ------------------- PART 1 - GENERAL ------------------- 1.01 WORK INCLUDED A. Provide grounding and install grounding connections for all equipment, conduits, transformers, switch gear, and all equipment as required in strict accordance with the NEC. ---------------------- PART 2 - PRODUCTS ---------------------- 2.01 PRODUCTS A. All connections to cold water piping at each distribution panel shall be approved compression types Burndy UCL, YC-C, YA, YS or Anderson VCUG, VCUL, VCCS. B. All terminal lugs for size 464/0 and larger to be Burndy long barrel, two bolt, Hy-dent. 1. All terminal lugs provided to be compression type. 2. All other hardware, durium or everdure. C. Grounding wire to be 464/0. --------------------- PART 3 - EXECUTION --------------------- 3.01 INSTALLATION A. All grounding shall be in strict accordance with NEC Art. 250. B. Clean and sandpaper all ground pads and lugs before bolting. C. All underground cables to be 464/0 or as shown on drawings, bare, stranded, soft drawn, or soft annealed copper. D. Bond all metallic, noncurrent carring enclosures through the conduit systems. In addition, certain circuits and systems require a separate green grounding conductor. A partial listing of these circuits are listed below: 1. All Circuits END OF SECTION 16450 HOMMOCKS PARK APARTMENTS GROUNDING 16450/Page 1 Mamaroneck, NY PEP Project No. 2570 SECTION 16470 DISTRIBUTION PANELS -------------------- PART 1 - GENERAL -------------------- 1.01 WORK INCLUDED A. Tenant panels B. Owner panels C. Circuit breakers D. Associated hardware, closures, etc. .02 %SE TED SIE CIF LSE App #2 16101 - dentifi on 1.03 SUBMITTALS A. Submit in brochure form for each project. B. Main distribution switchboard (SDP) . 1. Power panels 2. Circuit breakers 1.04 POWER PANELS A. Dead-front panel board incorporating circuit breakers of the number, rating and type noted herein or shown on the drawings. Panel boards shall have general purpose enclosures and shall be recessed mounted except where noted. All panel boards shall be rated for the intended voltage and shall be in accordance with the U.L. Inc. , "Standard for Panel Boards" and "Standard for Cabinets and Boxes" and shall be so labeled where procedures exist. Comply with NEMA standards for Panel Board, NEC. B. Interiors: 1. All interiors shall be completely factory assembled with switching and protective devices, wire connectors, etc. All wire connectors, except screw terminal , shall be of the anti-turn solderless type and all shall be suitable for copper or aluminum wire of the sizes indicated. HOMMOCKS PARK APARTMENTS DISTRIBUTION PANELS 16470/Page 1 Mamaroneck, NY PE&P Project No. 2570 2. Interiors shall be so designed that switching and protective devices can be replaced without disturbing adjacent units and without removing the main bus connectors and shall be so designed that circuits may be changed without machining, drilling or tapping. 3. Branch circuits shall be arranged using double row construction. Branch circuits shall be numbered by the manufacturer. 4. A nameplate shall be provided listing panel type, number of protective and switching devices and ratings. 5. Bus bars for the mains shall be of copper or tin plated aluminum, sized in accordance with UL standards. Full size neutral bars shall be included. Bus bar taps for panels with single pole branches shall be arranged for sequence phasing of the branch circuit devices. Bussing shall be braced throughout to conform to industry standard practice governing shor circuit stresses in panel boards. Bracing shall be equivalent to; or compatible with, the rated interrupting capacity of the smallest overcurrent device in that panel board. 6. Phase bussing shall be full height without reductin. Cross connectors shall be copper or tinplated aluminum. 7. Neutral bussing shall have a suitable lug for each outgoing feeder requiring a neutral connection. 8. Spaces for future protective devices shall be bussed for the max. device that can be fitted into them. 1.06 CIRCUIT BREAKERS A. Construction: 1. Molded case bolt-on type. 2. Operated by a toggle-type handle. 3. Quick-make, quick-break over-center switching mechanism. 4. Trip mechanism mechanically trip-free from the handle. 5. All poles open, close, and trip simultaneously. 6. Automatic operation by means of thermal and/or magnetic tripping devices in each pole. 7. Sealed covers on non-interchangeable trip breakers. HOMMOCKS PARK APARTMENTS DISTRIBUTION PANELS 16470/Page 2 Mamaroneck, NY PE&P Project No. 2570 S. Sealed trip units on interchangeable trip breakers. 9. Easily accessible pressure terminals in individual enclosures. 10. Necessary lugs to accommodate each conductor when fed by more that one conductor per terminal. B. Ratings: 1. Ampere rating clearly visible 2. Min. interrupting rating of 10,000 amps for branch breakers 3. Min. interrupting rating of 22,000 amps for feeder breakers 4. Interrupting rating of at least equal to available short circuit current at terminal. 5. Trip rating, frame and voltage as indicated on drawings. ---------------------- PART 2 - PRODUCTS ---------------------- 2.01 MANUFACTURERS A. Power panels, and circuit brakers to be of the same manufacturer. B. Square D, ITE or General Electric. --------------------- PART 3 - EXECUTION --------------------- 3.01 GROUNDING A. Refer to SECTION 16450 - Grounding. 3.02 POWER PANELS A. Completely clean, vacuum and wipe down interior of entireassembly prior to energizing and again prior to final acceptance. B. Paint all nicks, scratches, dents, unpainted bolt heads with two coats of matching paint to the approval of the Architect. END OF SECTION 16470 HOMMOCKS PARK APARTMENTS DISTRIBUTION PANELS 16470/Page 3 Mamaroneck, NY PE&P Project No. 2570 SECTION 16505 INTERIOR LIGHTING ------------------- PART 1 - GENERAL ------------------- 1.01 RELATED WORK SPECIFIED ELSEWHERE A. Section 16110 - Raceways B. Section 16120 - Conductors C. Section 16130 - Outlet Boxes c 1.02 WORK INCLUDED A. Interior lighting fixtures (see Drawings for fixture schedule) . B. All necessary equipment, materials, lamps and accessories. 1.03 SUBMITTALS A. All lighting fixtures. B. Accessories and lamps. C. Submit fixtures in brochure form with descriptive sheets in the same sequence as shown on fixture schedule. ------------------- PART 2 - PRODUCTS ------------------- 2.01 LAMPS A. As scheduled. ------------------- PART 3 - EXECUTION ------------------- 3.01 EQUIPMENT AND SYSTEMS A. Install all equipment and systems as shown on the drawings, specified and in accordance with the provisions of each applicable Section of these specifications and all local and state codes and regulations having jurisdiction. HOMMOCKS PARK APARTMENTS INTERIOR LIGHTING 16505 Mamaroneck, NY Page 1 PE&P No. 2570 3.02 INSTALLATION A. Location: As shown on Drawings. B. Mounting: 1. All fixtures must hang true to vertical, free from finger marks, flaws, scratches, dents or other imperfections. 2. Take care when hanging fixtures not to deface in any way, ceilings or walls. 3. Mount surface fixtures tight to surface without distorting it. 4. Provide proper mounting equipment and trim for recessed fixtures to adapt them to the ceiling or wall construction and to prevent light leaks around trim. 5. Provide special means for supporting fixtures as herein-after specified, as shown on plans, or as required. Supports for each fixture shall be capable of supporting four (4) times fixture weight. Rod hangers and clamps as manufactured by Caddy Co. , shall be an approved alternate method. 6. Hang all stem mounted fixtures level with self-aligning hangers in canopies. 7. Securely support all ceiling, fixtures, hangers, and outlet boxes. 8. Outlet boxes shall not be supported by conduit. 9. Support fluorescent fixtures 1x4, or 2x2 and larger at four corners to structure with 9 gauge ceiling cable. D. Mechanical Coordination: 1. Coordinate location of all hangers in rooms without ceilings with duct work, plumbing piping, sprinkler piping, etc. 2. Make all necessary offsets and extensions so that stems and fixtures avoid beams, pipes, ducts, etc. 3. Do not install in fan, storage, and equipment rooms until after all other mechanical work is in place. 4. Where fixtures are located below heating, ventilating, and air conditioning units, and/or duct work and piping, provide trapeze hangers around obstruction and suspend fixture from trapeze hanger. HOMMOCKS PARK APARTMENTS INTERIOR LIGHTING 16505 Mamaroneck, NY Page 2 PE&P No. 2570 E. Care of Fixtures: 1. Remove and replace with new, all broken glassware, plastic or fixtures damaged before final acceptance at no additional expense to Owner. 2. No allowance made for breakage or theft before final acceptance. 3. Immediately prior to occupancy, damp clean all diffusers, glassware, fixture trims, reflectors, lamps and replace burned-out lamps. END OF SECTION 16505 HOMMOCKS PARK APARTMENTS INTERIOR LIGHTING 16505 Mamaroneck, NY Page 3 PE&P No. 2570 SECTION 16530 SITE LIGHTING ---------------------- PART 1 - GENERAL ---------------------- 1.01 SECTION INCLUDES A. Exterior luminaires and accessories. B. Poles. 1.02 RELATED SECTIONS A. Section 03300 - Cast-in-Place Concrete: Foundations for poles. B. Section 02221 - Trenching 1.03 REFERENCES A. ANSI C82.4 - Ballasts for High-Intensity-Discharge and Low-Pressure Sodium Lamps (Multiple-Supply Type) . B. ANSI/NFPA 70 - National Electrical Code. 1.04 SYSTEM DESCRIPTION A. Bollards for lighting of walkways. B. Street lights for lighting of parking lots. C. All power and control wiring. 1.05 DESIGN REQUIREMENTS A. Design and layout lighting system in conformance with IES recommended procedures. B. Parking Lot: ANSI/IES RP-20, low activity level. 1.06 SUBMITTALS A. Submit under provisions of General Conditions. B. Shop Drawings: Indicate dimensions and components for each luminaire which is not a standard product of the manufacturer. C. Product Data: Provide dimensions, ratings and performance data. HOMMOCKS PARK APARTMENTS SITE LIGHTING 16530 - 1 Mamaroneck, New York PUP Project No. 2570 D. Design Data: Include lighting calculations. E. Test Reports: Indicate measured illumination levels. F. Power Control wiring and equipment G. Manufacturer's Instructions: Indicate application conditions and limitations of use stipulated by product testing agency specified under "Regulatory Requirements". H. Manufacturer's Instructions: Include instructions for storage, handling, protection, examination, preparation, installation, and starting of product. 1.07 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum three years documented experience. 1.08 REGULATORY REQUIREMENTS A. Conform to requirements of ANSI/NFPA 70. B. Furnish products listed and classified by Underwriters Laboratories, Inc. 1.09 DELIVERY. STORAGE, AND HANDLING A. Accept products on site. Inspect for damage. B. Protect poles from finish damage by handling carefully. 1.10 COORDINATION A. Furnish bolt templates and pole mounting accessories to installer of pole foundations. ---------------------- PART 2 - PRODUCTS ---------------------- 2.01 LUMINAIRES A. Furnish products as specified on Drawings. B. Substitutions: Under provisions of General Conditions. 2.02 BALLASTS A. High Intensity Discharge (HID) Ballast: 1. Description: ANSI C82.4, metal halide lamp ballast. HOMMOCKS PARK APARTMENTS SITE LIGHTING 16530 - 2 Mamaroneck, New York PE&P Project No. 2570 2. Provide ballast suitable for lamp specified. 3. Voltage: 120 volts. 2.03 WIRING A. All site lighting power wiring shall 412 AWG Copper rated for direct burial as required by N.E.C. 2.04 LAMPS A. Provide lamp type specified for luminaire. -------------------- PART 3 - EXECUTION -------------------- 3.01 EXCAVATION AND CONCRETE BASES A. Provide excavation and concrete foundations for lighting poles. B. Provide trench excavation and backfill required for wiring of site lighting fixtures. Trenching and backfill shall be as specified in Section 02221. 3.02 EXAMINATION A. Examine each luminaire to determine suitability for lamps specified. 3.03 INSTALLATION A. Install in accordance with manufacturers' instructions. B. Install lighting poles and bollards at locations indicated. C. Install poles and bollards plumb. Provide double nuts to adjust plumb. Grout around each base. D. Install lamps in each luminaire. E. Bond luminaires and metal poles to branch circuit equipment grounding conductor. Provide supplementary grounding electrode at each pole. 3.04 FIELD QUALITY CONTROL A. Operate each luminaire after installation and connection. Inspect for improper connections and operation. 3.05 ADJUSTING A. Adjust work under provisions of the General Conditions HOMMOCKS PARK APARTMENTS SITE LIGHTING 16530 - 3 Mamaroneck, New York PE&P Project No. 2570 B. Aim and adjust luminaires to provide illumination levels and distribution as directed. C. Relamp luminaires which have failed lamps at Date of Substantial Completion. 3.06 CLEANING A. Clean work under provisions of General Conditions. B. Clean electrical parts to remove conductive and deleterious materials. C. Remove dirt and debris from enclosure. D. Clean photometric control surfaces as recommended by manufacturer. E. Clean finishes and touch up damage. END OF SECTION 16530 HOMMOCKS PARK APARTMENTS SITE LIGHTING 16530 - 4 Mamaroneck, New York PE&P Project No. 2570 SECTION 17010 GENERAL PROVISIONS ------------------------ PART 1 - GENERAL ------------------------ 1.01 DESCRIPTION A. Work Included: 1. The intention of the Plumbing Specifications and Plans is to provide for finished systems, properly tested, balanced, and ready for operation including necessary minor details and accessories required to make the work complete. 2. Work to be performed shall be comprised of, but not limited to the following: a. Drainage and vent piping systems. b. Water piping systems. C. Gas piping system. d. Insulation. e. Plumbing fixtures. f. Miscellaneous items. g. Connection of G.C. provided integral bathroom lavatories. 3. Exclude final plumbing connections to kitchen and boiler equipment provided by others. B. Related Work Specified Elsewhere: 1. Kitchen and Bath Casework. 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Quality Assurance: 1. All work and material of all contracts shall be in accordance with all Federal, State and Local Building, Health, Plumbing and Electrical Codes, Laws, Ordinances, and Regulations that apply to the work. HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 17010 Mamaroneck, NY Page 1 PE&P No. 2570 2. Comply with all applicable Utility Co. Regulations. 3. The Contractor shall obtain all necessary inspections, certificates, and permits from all applicable agencies. 4. All required tests shall be performed in accordance with the regulation of the agency having jurisdiction. 5. Submit the certificates of approval prior to request for final acceptance of the contract. 6. The following documents are hereby specifically made a part of the Plumbing Specification with full force and effect as though set forth in full : a. New York State Uniform Fire Prevention and Building Code. b. New York State Energy Conservation Construction Code. c. In the event of a conflict between the Codes and these Plans and Specification, then the more stringent requirement shall rule. B. Reference to technical society, organization, body or section made in accordance with the following abbreviations: 1. AIA American Institute of Architects 2. AMCA Air Moving and Conditioning Association, Inc. 3. ANSI American National Standards Institute 4. ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers 5. ASME American Society of Mechanical Engineers 6. ASTM American Society of Testing Materials 7. AWSC American Welding Society Code 8. AWWA American Water Works Association 9. IEEE Institute of Electric and Electronics Engineers 10. NEC National Electric Code 11. NEMA National Electrical Manufacturer's Association HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 17010 Mamaroneck, NY Page 2 PE&P No. 2570 12. NFPA National Fire Protection Association 13. NYBFU New York Board of Fire Underwriters 14. SMACNA Sheet Metal and Air Conditioning Contractors National Association 15. UL Underwriter's Laboratories, Inc. C. For all codes specified, refer to latest issues, editions and amendments. 1.03 SPECIAL PRECAUTIONS AGAINST FREEZING or- -W 4 QN k-A,.. Cc001T10A5. A. In addition to applicable requirements Cao 1. Take all necessary precautions with equipment and systems to prevent damage to building, piping, equipment, etc. 2. Due to freezing and water leakage. 3. Until final acceptance. B. Before freezing weather occurs, make certain all : 1. Openings around roof penetrations and outside wall penetrations, etc. , properly caulked; notify Architect and Engineers in writing if construction contract openings are not adequately sealed. 2. Proper insulation installation where required. 1.04 MECHANICAL COORDINATION A. General : 1. The Plumbing Contractor shall make all necessary openings in wood framed floors and walls. 2. The Plumbing Contractor shall furnish all plumbing sleeves for placement in concrete walls along with all necessary information to the Site Contractor, such as the locations and sizes, in ample time for the installation of work. Site Contractor shall be responsible for installation of sleeves. HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 17010 Mamaroneck, NY Page 3 PE&P No. 2570 3. The Plumbing Contractor shall furnish and install all anchor bolts, inserts, panels, raceways, boxes, etc. , ahead of the general construction work and shall keep a man on the job during the installation of the general construction work to be responsible for and to maintain them in position. 4. Unless otherwise noted elsewhere in the contract documents, the Plumbing Contractor shall bear the expense of all cutting, patching, repairing or replacing of the work of other trades made necessary by any fault, error or tardiness on the part of or damage done by him. He shall employ and pay the contractor whose work is involved. 5. In general , plumbing drawings are diagrammatical only. DO NOT SCALE. Refer to Architectural and Structural Drawings for dimensions, details. Verify measurements in field before proceeding. 6. It is not possible to show all required fittings, offsets, elevation changes, etc. , on drawings. These shall be installed as required. 7. Install all mechanical work with proper provisions for removal and/or access to valves, traps, cleanouts, etc. &eta .Ai. 0iT1o.�5 � OD B. Refer to for cooperation between contractors. �Zl B. Prior to start of construction: l/ 1. Obtain from construction contract drawings or Architect, the exact location of all items and openings in construction work. Conform all existing conditions in the field. 2. Review shop drawings of all contracts. 3. If conflict occurs between any contract drawings, advise Architect in writing before installation and act in accordance with his directions. 4. Obtain exact location and roughing requirements for all equipment furnished by others, but installed by his contractor before roughing. 1.07 CONCEALMENT A. Conceal all piping above ceilings and walls, etc. , wherever possible. If for any reason concealment is impossible or impractical, notify the Architect's Representative before starting that part of the work. HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 17010 Mamaroneck, NY Page 4 PE&P No. 2570 B. Install exposed work as shown on the drawings or as approved by Architect's representative. 1. Obtain Architect's approval for final arrangement and appearance in areas with no ceiling before installing. 1.08 PIPE SLEEVES A. Provide pipe sleeves for all piping penetrations of concrete walls. 1. Provide schedule 40 pipe and 10 gauge sheet metal sleeves for penetrations of poured masonry walls and floors. B. Provide firestopping between pipe and sleeve with materials specified in Section 07270. 1.09 WATERPROOFING AND CAULKING A. Opening through roofs: 1. Where penetrations are required, plumbing vents, etc. , flashing will be done by Plumbing Contractor. 2. Caulked and waterproofed with additional material as required. B. Opening through outside walls: 1. Shall be caulked by filling space between pipes and sleeves with approved non-hardening caulking compound, from inside and outside, before back filling. 2. In special waterproof construction as directed by Architect's Representative. 3. Guaranteed thoroughly watertight. 1.10 SUPPORTS A. Contractor shall include cost of all materials and labor necessary to provide all required supports, beams, angles, hangers, rods, bases, etc. , to provide support his contract equipment. All supports, etc. , shall meet the approval of the Architect's Representative. 1.11 CLEANING A. In addition to the requirements listed in General Conditions - Cleaning Up - clean all equipment provided under this contract, including but not limited to the following: 1. Plumbing fixtures HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 17010 Mamaroneck, NY Page 5 PE&P No. 2570 2. Plumbing equipment 3. For all equipment to be painted, remove all rust, etc. , and leave ready for painting. 4. Building, by removing all debris, left-over piping, tubing, metal, insulation, cartons, papers, etc. , left as a result of this work. Clean building as often as necessary. 1.12 PRODUCT DELIVERY AND STORAGE A. All equipment shall be properly protected from damage and weather while in storage and during construction. B. Damaged or weather-ravaged equipment shall be either repaired as determined by the Architect at no change in contract cost. 1.13 OWNER'S INSTRUCTION MANUALS A. Refer to General Conditions - Contract Closeout. END OF SECTION 17010 HOMMOCKS PARK APARTMENTS GENERAL PROVISIONS 17010 Mamaroneck, NY Page 6 PE&P No. 2570 SECTION 17011 SUBMITTALS ------------------------ PART 1 - GENERAL ------------------------ 1.01 DESCRIPTION A. Submittals shall comply with requirements of Supplementary General Conditions. B. Submit the following as specified in each Section: 1. Section 17100 - Domestic Water Valves a. Ball valves b. Gate valves c. Check valves 2. Section 17180 - Insulation a. Pipe insulation b. Fitting covers c. Insulating cement d. Vapor barrier mastic 5. Section 17270 - Water Piping System a. Shock absorbers 6. Section 17300 - Waste Water Systems a. Sanitary sewer piping b. Floor cleanouts c. Wall cleanouts HOMMOCKS PARK APARTMENTS SUBMITTALS 17011 Mamaroneck, NY Page 1 PEO No. 2570 7. Section 17450 - Plumbing Fixtures a. Water closet b. Bathroom lavatory (i) Faucet (ii) Trap (iii) Drain c. Kitchen Sink ( i) Bowl (ii) Faucet (iii) Supplies (iv) Strainer (v) Trap d. Shower (i) Tub shower enclosure (ii) Faucet (iii) Drain e. Hose bibbs END OF SECTION 17011 HOMMOCKS PARK APARTMENTS SUBMITTALS 17011 Mamaroneck, NY Page 2 PE&P No. 2570 SECTION 17012 TESTING PIPING SYSTEMS ------------------------ PART 1 - GENERAL ------------------------ 1.01 DESCRIPTION A. Work Included: 1. This section describes the requirements for testing of all piping and equipment installed under this contract in the presence of the Owner or his designated representative and the Plumbing Inspector. 2. Owner's representative shall .be notified at least 24 hours in advance of each such test and witness pressure gauge readings at beginning, during and end of testing period. 3. Test in sections if deemed advisable. 4. Disconnect the apparatus for developing the required pressures during the stated periods. 5. Completely disconnect and remake joints that leak. 6. No plumbing system or part thereof shall be covered or concealed until after it has been tested by the contractor and approved by the inspector. 7. If such work has been covered or concealed before testing or inspection, it shall be exposed for testing or inspection. ------------------------ PART 2 - PRODUCTS ------------------------ 2.01 MATERIALS A. Equipment, material and labor necessary for testing shall be furnished as part of the contract. HOMMOCKS PARK APARTMENTS TESTING PIPING SYSTEM 17012 Mamaroneck, NY Page 1 PE&P No. 2570 ------------------------ PART 3 - EXECUTION ------------------------ 3.01 TESTING A. Domestic Water Piping System (within building) : 1. Fill and subject new systems to 150 PSIG hydrostatic pressure at the lowest level for (2) hours. After test pressure is reached, pressure source shall be isolated from system for duration of test. 2. Fixtures shall not be connected into the system during this test. 3. After the fixtures are connected, test the system for (2) hours at 75 PSIG or the prevailing water pressure, whichever is higher. 4. During each test, water pressure shall hold constant for complete duration of test period. C. Sanitary Piping 1. Stop all openings and fill with water to the top of the highest vent or roof drain. 2. Water level shall hold constant for (2) hours. 3. Soil, waste and vent systems may be tested in sections using the water pressure test. 4. Test pressure shall be equal to at least a 10' water column at all points. 5. Retest at least the upper 10' of the next lower section. D. Gas Piping: 1. Subject the building's new internal piping system to an air pressure of 50 PSIG for (2) hours and prove tight. 2. Gas appliances or meters shall not be connected into the system during this test. 3. Perform all other tests required by the gas supplier or other authority having jurisdiction. END OF SECTION 07012 HOMMOCKS PARK APARTMENTS TESTING PIPING SYSTEM 17012 Mamaroneck, NY Page 2 PE&P No. 2570 SECTION 17014 DEMONSTRATION OF COMPLETE PLUMBING SYSTEMS ------------------------ PART 1 - GENERAL ------------------------ 1.01 DESCRIPTION A. Work Included: 1. Thoroughly demonstrate and instruct designated representatives of the Owner in the care and operation of all the plumbing systems and equipment furnished and installed in the contract. 2. The time and place of all training shall be coordinated and scheduled by the Contractor at the convenience of the Owner. 3. Submit letters attesting to the satisfactory completion of all instructions. Letters shall include date of completion of instruction, names of persons in attendance and be countersigned by authorized representative of Owner. END OF SECTION 17014 HOMMOCKS PARK APARTMENTS DEMONSTRATION OF COMPLETE 17014 Mamaroneck, NY PLUMBING SYSTEMS Page 1 PE&P No. 2570 SECTION 17060 PIPE AND FITTINGS ------------------------ PART 1 - GENERAL ------------------------ 1.01 DESCRIPTION A. Work Summary 1. Pipe and pipe fittings v 2. Sanitary sewer piping system within beyond building line. app 412 3. Domestic water piping system within ' $" beyond building line. 4. Natural gas piping system from connection point of Con Ed-supplied meter. B. Related Work Specified Elsewhere: 1. Section 02720 - Storm Sewer and Underground Sanitary Sewer System 2. Section 02730 - Domestic and Fire Water Underground Piping System 3. Section 15556 - Boiler and Hot Water System 4. Section 17010 - General Provisions 5. Section 17012 - Testing Piping Systems and Equipment 6. Section 17090 - Pipe Hangers and Supports 7. Section 17100 - Valves 8. Section 17180 - Insulation ------------------------ PART 2 - PRODUCTS ------------------------ 2.01 MATERIALS A. Pipe: rR,�W10 1. Cast iron soil pipe and fittings: ASTM Spe. A.74 bell and spigotyer CISPI Std. No. 301 hublessAp, ktaqf, Gp.*)o . HOMMOCKS PARK APARTMENTS PIPE AND FITTINGS 17060 Mamaroneck, NY Page 1 PE&P No. 2570 2. Ductile iron pipe and fittings: ANSI SPEC. A21.50, A21.51, A21.10 and A21.11. 3. Steel pipe and couplings : ASTM Spec. D-3034. 4. Copper tubing and fittings: ASTM Spec. B-88 copper tubing of the type specified shall be Type "K" CU for underground and Type "L" CU for above ground. 2.02 PIPE FITTINGS A. Pipe Joints: 1. Cast iron soil pipe (bell and spigot) : Untarred oakum and melted lead, properly and thoroughly caulked flush with hubs or one piece molded dual-0-ring, annular compression type gasket, Dupont "Neoprene" elastomer, specially designed to use with hub and plain end soil pipe. Tyler "Ty-seal", or Alabama "Dual-tite". 2. Cast iron soil pipe (hubless): Rubber sealing sleeve and stainless steel shield and clamp assembly complying with CISPS Std. 301. 3. Ductile iron pipe: Mechanical joint complying with ANSI Spec. A21.11. 4. Screwed pipe: Pipe compound on male threads only. Lead paint or wicking not approved. Use friction wrenches and vises on nonferrous and plated piping. Do not damage. Cut threads on plated piping so that not more than 1/4 of a thread shows after installation. 5. Solder-joint piping: Thoroughly clean the outside and inside of the fittings and outside of tubing with steel wool before soldering to remove all traces of oxidation, regardless of how clean these surfaces may appear. Solder all joints with wire solder and a non-corrosive paste flux Acid-core or paste type solders are not approved. Perform all operations in strict accordance with manufacturer's instructions. Avoid the application of excessive heat to prevent undue softening or burning of the parts when making the connections. Miter joints for elbows and notching straight runs of pipes for tees are not approved. ------------------------ PART 3 - EXECUTION ------------------------ 3.01 INSTALLATION A. Installation of Piping: 1. True, parallel and plumb to walls. HOMMOCKS PARK APARTMENTS PIPE AND FITTINGS 17060 Mamaroneck, NY Page 2 PE&P No. 2570 2. Substantially as and where shown on drawings. 3. Make all offsets with fittings. 4. Ream, file, remove all burrs. 5. Provide anchors, turns and swings where shown and as required. 6. Run exposed piping as close to the structure as possible, unless otherwise noted. 7. Increase size at temperature bulbs to give equal clear inside area. 8. Provide adequate swing joints for all takeoffs. 9. Run full lengths wherever possible. B. Do Not: 1. Run within 6" of finished floors. 2. Run with less than head clearance without written approval 3. Use bent pipe, unnecessary joints, short length. 4. Use reducing bushings, close nipples. 5. Use unnecessary unions concealed pipe joints, or allow air pockets to be left in line. 6. Spring or force pipe into position. 7. Expose piping where evident to avoid same. 8. Use mitered, bends, notched pipes. C. Provide: 1. Unions as required to make final connections. wherever necessary to permit removal of apparatus and elsewhere shown or directed. 2. Isolating valves for each item of equipment, each branch line and as shown. 3. Drains where shown and from all apparatus requiring drainage system unless otherwise directed. 4. Dielectric fittings at interconnections of dissimilar materials. (Not required when piping is connected to bronze or brass valves or fittings) . HOMMOCKS PARK APARTMENTS PIPE AND FITTINGS 17060 Mamaroneck, NY Page 3 PE&P No. 2570 3.02 FIELD FABRICATION OF PIPING A. Soldered Piping: 1. Use soldered fittings, flanges, unions and couplings. 2. Thoroughly clean all surfaces that are to be soldered. 3. Remove all oxidation no matter how clean the surfaces may appear. 4. Clean with fine sand cloth or wire brush. 5. Perform all operations in strict accordance with manufacturer's instructions. 6. Coat all surfaces that are to be soldered with thin coat of solder flux in paste form. 7. Solder to be lead free on all systems. 8. Do not use acid core, paste type solder or flux combinations. 9. Disassemble joints for inspection of solder penetration as directed. B. Screwed Piping: 1. Use screwed fittings, flanges, and unions of same characteristics as piping. 2. Use XH couplings. 3. Use min. shoulders. END OF SECTION 17060 HOMMOCKS PARK APARTMENTS PIPE AND FITTINGS 17060 Mamaroneck, NY Page 4 PUP No. 2570 SECTION 17090 PIPE HANGERS AND SUPPORTS ----------------------- PART 2 - PRODUCTS ----------------------- 2.01 MATERIALS A. Pipe Hangers: 1. Manufacturers: a. Fee & Mason catalog numbers, listed below or equal by F&S, Grinnell, Michigan. 2. Hanger spacing max. a. Copper-1/2"-1":6' on runs, 4' from elbow or tee. b. Copper-1-1/4"-up:10' on runs, 6' from elbow or tee. c. Steel-all sizes: 10' on runs, 6' from elbow or tee. d. Cast iron soil pipe: Support at every joint. 3. Hung piping: a. Wrought band type for 1-1/4" and less: (232) . b. Wrought clevis type for 1-1/2" and up: (239) . C. On bare copper piping to be copper plated. 4. Supported piping: a. Wall bracket: (151,3,5). b. Single hook where operation temperature is less than 100 degrees: (294). 5. Vertical piping: a. Split ring hanger for exposed piping 2" and smaller, or 9' and longer: (306BT) . HOMMOCKS PARK APARTMENTS PIPE HANGERS AND SUPPORTS 17090/Page 1 Mamaroneck, NY PE&P Project No. 2570 b. Riser clamp at alternate floors for 2" and smaller: (241) . C. Riser clamp at each floor for 2-1/2" and larger: (241) 6. Rods: a. Of lengths for as much swing as possible. (4) nuts per rod. b. 3/8" for 2" and smaller. C. 1/2" for 2-1/2"-3"/ d. 5.8" for 4"-5". e. 3/4" for 6". f. 7/8" for F-12". ----------------------- PART 3 - EXECUTION ----------------------- 3.01 INSTALLATION A. Pipe Hangers: 1. Properly support all pipes. 2. Allow for sufficient expansion and contraction of piping. 3. Groups of water and gas pipes may be supported on approved common hangers if so noted or requested. 4. Provide all necessary pipe bars, structural steel shapes and accessories. 5. Do not use chain, perforated band, or wire hangers. 6. Do not support one pipe from another. 7. No hangers or accessories to carry more than manufacturers listed max. recommended load. Provide more hangers if necessary. 8. Rods to be of sufficient length for ample swing. 9. Hangers on insulated piping shall be sized to include insulation thickness. Provide galvanized shiedls at bearing points. HOMMOCKS PARK APARTMENTS PIPE HANGERS AND SUPPORTS 17090/Page 2 Mamaroneck, NY PE&P Project No. 2570 B. Supports: 1. Provide all necessary fascia boards, backing in partitions, cleats, brackets, toggle bolts, expansion shields, structural steel shapes, etc. , as required for supporting all material and equipment furnished in this contract. Backing in partitions and the like must be installed before plastering begins. 2. Backfill all trenches, if directed, with concrete up to the level of the bottom of the footings where pipes pass under the wall or footings or are lower than adjacent footings. 3. Support pipes where laid on ground of insufficient bearing quality or unstable conditions, where laid above the original natural grade, where passing over column footings, and in other cases where necessary with creosoted timbers or concrete mats carried by brick piers or piles, or other approved supports carried down to firm bearing. 4. Provide 12" square and not less than 8" thick concrete piers under the heels of all upright pipes 3" and larger. END OF SECTION 17090 HOMMOCKS PARK APARTMENTS PIPE HANGERS AND SUPPORTS 17090/Page 3 Mamaroneck, NY PE&P Project No. 2570 SECTION 17100 DOMESTIC WATER VALVES ------------------ PART 1 - GENERAL ------------------ 1.01 SUBMITTALS A. Provide submittals for approval, in accordance with Spec. Section 01300, for the following items: 1. Ball valves 2. Gate valves 3. Check valves ------------------- PART 2 - PRODUCTS ------------------- 2.01 MATERIAL A. WATER PIPING VALVES: 1. Manufacturers: Nibco, Mueller, Watts, Jenkins, Crane, Hammond, Powell, Stockham, Apollow. 2. Shutoff valves: a. Nibco No. 5-595-Y bronze body, full port, 3 piece ball valve with sweat ends up to 2 1/2" size. b. Mueller AWWA resilient seat, OS & Y gate valve at service entry only. 3. Check valves: a. Nibco No. S-433 bronze body, horizontal swing check valve with sweat ends up to 3" size. B. Gas valves are specified in Section 17614 - Gas Piping System. --------------------- PART 3 - EXECUTION --------------------- 3.01 INSTALLATION A. Water Piping Valves: HOMMOCKS PARK APARTMENTS DOMESTIC WATER VALVES 17100/Page 1 Mamaroneck, NY PE&P Project No. 2570 1. Provide valves: a. On all lines as shown on drawings b. At every branch from every main C. At every equipment connection d. At all other points noted on the plans 2. Locate in accessible places. Provide access doors in general construction as necessary for access. END OF SECTION 17100 HOMMOCKS PARK APARTMENTS DOMESTIC WATER VALVES 17100/Page 2 Mamaroneck, NY PE&P Project No. 2570 SECTION 17180 INSULATION 77.1�s Set.TioN -------------------- A�oct� PART 1 - GENERAL *7-) -------------------- 1.01 DESCRIPTION A. Work Included: 1. Furnish and install all thermal and acoustical insulation as shown on the drawings and as specified herein. 1.02 SCOPE OF WORK A. The general scope of insulation work shall include, but not be limited to the following new work. B. Insulation of 1/2" thickness for all hot and cold water piping. 1.03 SUBMITTALS A. Provide complete data for type specified. -------------------- PART 2 - PRODUCTS ------------------- 2.01 GENERAL A. Fire Resistance: 1. All materials, jackets, adhesives, etc. , to have max. composite UL rating of 25-flame spread, 50-fuel contributed 50-smoke developed. Note: Smoke developed rating for closed cell flexible (elastomeric) foam plastic insulation to be 150 or less. 2. All ratings to be per ASTM E-84. 2.02 PIPE COVERING A. Type "A". 1. Material : Cylindrically molded glass fiber type, 3-1/2 lb. density. HOMMOCKS PARK APARTMENTS INSULATION 17180/Page 1 Mamaroneck, NY PE&P Project No. 2570 2. Thickness: a. At hot and cold water piping provide 1/2" thickness. 3. Jacket: White kraft outer surface bonded to aluminum foil and reinforced with fiberglass yarn, permanently treated for fire and smoke safety and to prevent corrosion of the foil. 2.03 VALVES AND FITTINGS A. Valves and fittings shall be insulated to match appearance and efficiency of adjacent pipe insulation, using "Zeston" type pre-molded PVC fitting covers. B. Fitting covers shall be installed in accordance with manuf. recommendations. C. Joints between pipe insulation and fitting covers shall be taped with matching white tape. 2.04 ACCEPTABLE MANUFACTURERS A. Fiberglass: 1. Owens-Corning or equal. B. Adhesives: 1. Benjamin Foster or equal . 2. Ceel-tite 100 Welding Adhesive (plastic wrapper) . -------------------- PART 3 - EXECUTION -------------------- 3.01 GENERAL REQUIREMENTS A. Install thermal insulation as follows: 1. Only on clean, dry surfaces and after piing has been tested and found to be tight. 2. Continuous through wall or ceiling openings and sleeves. 3. On cold surfaces with continuous unbroken vapor seal . 4. Ducts and pipes individually insulated. HOMMOCKS PARK APARTMENTS INSULATION 17180/Page 2 Mamaroneck, NY PE&P Project No. 2570 B. Do not commence work until building or area is weathertight and permission is granted to start work. C. Do not cover inspection stampings, hand holes, manholes, plugged outlets, etc. , on equipment. D. Concealed is generally intnded to mean work within or behind various construction elements, or in crawl spaces or trenches, which is not exposed to view when project is complete. E. Exposed is generally intended to mean anything exposed to view when project is complete, as opposed to concealed. F. Comply with manuf. instructions and recommendations. 3.02 PIPE INSULATION A. General: 1. Comply with manufacturer's installation instructions and recommendations. 2. Install only when ambient temperatures are within range recommended by manuf. 3. Staples not permitted in insulation on condensate drain lines. B. Type "A" 1. Install on all hot and cold water supply and return piping to minimum thickness of 1/2". 2. Seal with factory applied pressure-sealing adhesive strip and staples on the longitudinal lap. 3. Seal butt joints with pressure-sealing adhesive strip at least 2" wide. 4. Valves and fittings in crawl spaces; min. 1/2" coating of mineral wool insulating cement, trowelled smooth to thickness of adjacent covering. END OF SECTION 17180 HOMMOCKS PARK APARTMENTS INSULATION 17180/Page 3 Mamaroneck, NY PE&P Project No. 2570 SECTION 17450 PLUMBING FIXTURES ------------------------ PART 1 - GENERAL ------------------------ 1.01 WORK INCLUDED A. Water closets B. Lavatories C. Sinks D. Bathtubs/Showers 1 .02 RELATED WORK A. Section 12372 - Kitchen & Bath Case Work B. Section 07900 - Joint Sealers: Seal fixtures to walls and floors C. Section 10800 - Toilet and Bath Accessories D. Section 17060 - Plumbing Piping 1.03 REFERENCES A. ANSI A112.19.2 - Vitreous China Plumbing Fixtures. B. ANSI A112.19.3 - Stainless Steel Plumbing Fixtures. (Designed for Residential Use) . C. ANSI A112.19.5 - Trim for Water-Closet Bowls, Tanks and Urinals. D. ANSI Z124.1 - Gel-Coated Glass-Fiber Reinforced Polyester Resin Bathtub Units. 1.04 QUALITY ASSURANCE A. Fixtures: By same manufacturer for each product specified throughout. B. Trim: By same manufacturer for each product specified throughout. HOMMOCKS PARK APARTMENTS PLUMBING FIXTURES 17450/Page 1 Mamaroneck, NY PE&P Project No. 2570 1 .05 SUBMITTALS vi C4 qtr*L C asc%-no--L S A. Submit product data under provisions of . B. Include fixtures, sizes, utility sizes, trim, and finishes. 1.06 OPERATION AND MAINTENANCE DATA 't4F 4tn1vv-A1- 6DV�OiS1a4 A. Submit operation and maintenance data under provisions of S@et-4-Qn 44r; _ B. Include fixture trim exploded view and replacement parts lists. 1.07 WARRANTY A. Provide manufacturer's specified warranty under provisions of S et1 ei+ wrJo t Ttorl.S --------------------- POO PART 2 - PRODUCTS 'L--------------------- 2.01 ACCEPTABLE MANUFACTURERS - FIXTURES A. American Standard B. Kohler C. Crane D. Substitutions: Under provisions of T4t GNs---AAt 2.02 ACCEPTABLE MANUFACTURERS - FIXTURE TRIM �� T►artS A. Moen B. Delta C. American Standard 2.03 ACCEPTABLE MANUFACTURERS - MIXING VALVES (PRESSURE BALANCEDI A. Moen B. Delta C. American Standard HOMMOCKS PARK APARTMENTS PLUMBING FIXTURES 17450/Page 2 Mamaroneck, NY PE&P Project No. 2570 2.06 WATER CLOSET A. Bowl : ANSI A112.19.2; floor mounted, vitreous china siphon vet, close-coupled closet combination with round front vitreous china closet tank with fittings and lever flushing valve, bolt caps; Model 2172.123 manufactured by American Standard. B. Seat: Solid white plastic with closed front and cover, brass bolts; Model 30 with closed front seat and lid as manufactured by Olsonite. 2.07 LAVATORY A. Trim: ANSI A112.18.1; chrome plated combination supply fitting with pop-up waste, water economy aerator, indexed handles; chrome plated 17 gage brass P-trap with clean-out plug and arm with escutcheon; Model 8475 manufactured by Moen. . 2.08 SINK (KITCHEN) -NQS pAr A. Bowl: ANSI A112.19.3; single compartment 25 x 22 x 7 inch outside P&-ISSJ,_10 dimensions, 20 gage thick. Type 302 stainless steel , self-rimming A5 with undercoating, 3-1/2 inch crumb cup and stainless steel drain, ledgeback drilled for trim; Model 22117 manufactured by Moen. AVD -43 B. Trim: ANSI A112.18.1; chrome plated brass supply with swing spout, water economy aerator, single lever handle and retractable spray; chrome plated 17 gage brass P-trap with clean-out plug and arm with escutcheon; Model 47531 manufactured by Moen. 2.09 BATHTUB AND SHOWER A. Bathtub: ANSI Z124.1; molded glass fiber reinforced polyester with slip-resistant bottom surface, contoured shape, 60 inches long x 32 inches wide Model 2603-SG manufactured by Lasco. Include integral blocking for future grab bars as shown in drawings. B. Trim: ANSI A112.18.1; concealed shower and overrim supply with diverter spout, pressure balanced thermostatic mixing valve, bent shower arm with flow control and adjustable spray ball joint showerhead and escutcheon, lever operated pop-up waste and overflow; Model 8339 manufacture by Moen with chrome finish. ----------------------- PART 3 - EXECUTION ----------------------- 3.01 INSPECTION A. Review millwork shop drawings. Confirm location and size of fixtures and openings before rough-in and installation. B. Verify adjacent construction is ready to receive rough-in work of this Section. HOMMOCKS PARK APARTMENTS PLUMBING FIXTURES 17450/Page 3 Mamaroneck, NY PE&P Project No. 2570 3.02 INSTALLATION A. Install each fixture with trap, easily removable for servicing and cleaning. B. Provide chrome plated rigid or flexible supplies to fixtures with screwdriver stops reducers, and escutcheons. C. Install components level and plumb. D. Install and secure fixtures in place with wall carriers and bolts. E. Seal fixtures to wall and floor surfaces with sealant as specified in Section 07920, color to match fixture. F. Maintain fixtures to the following heights above finished floor: Water Closet: Standard 15 inches to top of bowl rim Shower Heads: Standard 69.5 inches to bottom of head 3.03 ADJUSTING AND CLEANING A. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or overflow. B. At completion clean plumbing fixtures and equipment. 10242/K-6538 C. Solidly attach water closets to floor with lag screws. Lead flashing is not intended hold fixture in place. 3.04 FIXTURE ROUGH-IN SCHEDULE A. Rough-in fixture piping connections in accordance with following table of minimum sizes for particular fixtures. Hot Water Cold Water Waste Vent Lavatory 1/2 inch 1/2 inch 1-1/2 inch 1-1/2 inch Sink 1/2 inch 1/2 inch 1-1/2 inch 1-1/2 inch Water Closet -- 1/2 inch 3 inch 2 inch (Tank Type) Bath Tub/Shower 1/2 inch 1/2 inch 2 inch 1-1/2 inch Washing Machine 1/2 inch 1/2 inch 2 inch 1-1/2 inch END OF SECTION 17450 HOMMOCKS PARK APARTMENTS PLUMBING FIXTURES 17450/Page 4 Mamaroneck, NY PEP Project No. 2570