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HomeMy WebLinkAboutContract Addendum #1 VILLAGE OF RYE BROOK FIREHOUSE pFQVIE Multiple Prime Contracts rMWY - M VILLAGE OF RYE BROOK Site Construction Contract #03-01-1 BUILDING DEPT. General Construction Contract #03-01-2 Roofing Contract #03-01-3 HVAC Contract #03-01-6 Plumbing Contract #-03-01-4 Sprinkler Contract #03-01-5 Electrical Contract #03-01-7 PROJECT LOCATION: 940 King Street Rye Brook, New York 10573 OWNER: Village of Rye Brook 938 King Street Rye Brook, New York 10573 CONSTRUCTION MANAGER: Calgi/EMC 221 Union Avenue New Rochelle, New York 10801 ARCHITECT: Sullivan Architecture, PC 115 Stevens Avenue Valhalla, New York 10595 MEPS/STRUCTURAL ENGINEER: O'Dea Lynch Abbattista 50 Broadway Hawthorne, New York 10532 CIVIL ENGINEER: Rotfeld Engineering 200 White Plains Road Tarrytown, New York 10591 ADDENDUM #1 March 6, 2003 ADDENDUM #1 March 6, 2003 Village of Rye Brook Firehouse The following modifications to the bidding and contract documents are to be incorporated into the work and shall be included in your bid: A. Table of Contents: 1. Substitute the attached Table of Contents(7 pages),note the parts added and/or revised. B. Bid Sheet: 1. Substitute attached Bid Sheets for General Construction and Site Construction. C. Index of Drawings: 1. Include attached Index of Drawings(2 pages). Note—the drawings added and/or revised—drawing A0.2 is for reference only. D. Soil Borings and Report: 1. Add the attached Melick-Tully and Associates, P.C. Report for Soils and Foundation Investigation dated October 18, 2002. E. Technical Specifications: 1. Substitute the attached specifications. Previous Section 04200 Unit Masonry for Attached 04810 Unit Masonry Assemblies 2M Miscellaneous Earth Excavation 5R Rock Excavation 39 Crushed Stone or Gravel 2. Add the attached specification: 01500 Temporary Facilities and Controls 01731 Cutting and Patching 08212 Stile and Rail Wood Doors 01781 Project Record Documents 01782 Operation and Maintenance Data 01770 Closeout Procedures 01600 Product Requirements 01400 Quality Requirements 01330 Submittal Requirements 01310 Project Management and Coordination i F. Drawings: 1. Substitute the attached drawing. C-1 Site Layout Plan C-2 Site Grading Plan C-3 Site Utility Plan C-4 Site Sediment &Erosion Control Plan C-5 Sediment and Erosion Control Details C-6 Details F2.2 Fire Protection Second Floor and Attic 2. Add the attached drawing. A0.2 Site Demolition Plan (for reference only). .1 G. Clarifications: 1. On Sheet A3.1, elevation 2 should read"North Elevation"on sheet A3.2, elevation 4 should read "South Elevation" 2. Site contractor to provide additional 6' high chain link fencing at rear portion of site to extend full area of rear parking. Site contractor also, to provide and maintain secured entry on north side of site and at south side where adjoining to Village Hall property. (See A0.2). 3. Traffic signal is not in these contracts. 4. Excavation and backfill: Site contractor is responsible for all excavation and backfill beyond a line five feet around building perimeter. General Contractor is responsible for excavation and trenching and backfill for the building within the building footprint and five feet beyond. 5. Site contractor responsible for stump removal as indicated on Sheet A0.2 with the addition of seven. Stumps to be removed in their entirety. 6. The fire sprinkler system is a wet system. Drawing F-2 Rev. 1 (attached is being issued showing the sprinkler heads in the concealed spaces. 7. The sprinkler mains and risers can be schedule 10 steel piping with grooved joints. 8. The sprinkler pipe sizing as shown was done for bid purposes only, sprinkler contractor shall provide hydraulic calculations and sprinkler plans as specified. 9. The Aquarian water company will do a water flow test at the site when the weather breaks. The anticipated flow will be approximately 950 gpm @ 50psi residual pressure. Contact: Danny Paluso (914) 934-1361 ex. 228. 10. The fuel oil tank and fuel oil piping shall be done by the mechanical contractor, as it is shown on the plumbing site plan. 11. Plumbing contractor shall furnish and install house trap,pit and cover. 12. Each prime contractor and its sub-contractors shall comply with the current applicable prevailing Wage Schedules as identified by the New York State Department of Labor. E 13. The 100 gallon oil separator shall be an OST Model 5636 as manufactured by Rockford or approved equal. 14. The plumber contractor to provide and install double check backflow detector assembly as shown on F7.1 up to but not including final (fourth) gate valve. Sprinkler contractor to provide and install system from this point including: This gate valve which is to be considered a fire alarm flow valve. 15. The clothes dryer and range are electric appliances. 16. The drop in lavatories shall be American Standard "Ellisse"#0076.027 24x20 overall oval vitreous china sink with a"Ceramix"2000 single handle faucet. 17. Site Contractor to install site light posts bases as shown on 56.3. Coordinate all installation requirements with electrical contractor. 18. Specification Section 08700,page 12 should read as"End of Section". 19. As per specification Section 01125 Summary of Multiple Contracts Section IAA Item 9,The General Construction Contractor is responsible for providing and installing elevator. 20. General Contractor is to cap existing well which falls within or near proposed building's footprint by cutting down two feet below basement slab, mechanically capping and forming and pouring a two foot square by one foot concrete cover. 21. The Owner will be responsible for conducting any testing as coordinated by the Construction Manager and Architect. 22. Regarding the sewage connection: By pass pumping . . . (See Item#7). 23.Notification to W.C.D.O.H. to witness the testing of the sewer line will not be necessary as this is a service connection,not a public sewer main extension. 24. K-Crete is required in all trench cuts within the NYS ROW, a detail was included with the bid documents. 25. For relocation or removal of utility poles and light poles,refer to sheet E1.1 for responsibilities. Village of Rye Brook Firehouse Table of Contents MISCELLANEOUS CONDITIONS • Notice to Bidders • Information for Bidders • Instructions to Bidders-AIA/A701 • Bid Proposal • Bid Sheet** • Statement of Non-Collusion and Resolution • Certification of Bidder Regarding Equal Employment Opportunity Equal Employment Opportunity • General Conditions -AIA/A201 CMa • Statement of Contractor's Qualifications- AIA/A305 • Offer of Surety • Bid Bond -AIA/A310 • Performance Bond-AIA/A312 • Form of Maintenance Bond • Drawing Index* • Soil Borings and Report* SUPPLEMENTARY GENERAL CONDITIONS 01100 SUMMARY 01125 SUMMARY OF MULTIPLE CONTRACTS 01210 ALLOWANCES 01230 ALTERNATES 01250 CONTRACT MODIFICATION PROCEDURES** (not used) 01290 PAYMENT PROCEDURES" (not used) 01310 PROJECT MANAGEMENT AND COORDINATION* 01320 CONSTRUCTION PROGRESS DOCUMENTATION" (not used) 01330 SUBMITTAL PROCEDURES* 01400 QUALITY REQUIREMENTS* 01500 TEMPORARY FACILITIES AND CONTROLS* 01600 PRODUCT REQUIREMENTS* 01700 EXECUTION REQb4REME (not used) 01732 CUTTING AND PATCHING* 01740 WARRANT ** (not used) 01770 CLOSEOUT PROCEDURES* 01781 PROJECT RECORD DOCUMENTS* 01782 OPERATION AND MAINTENANCE DATA* Village of Rye Brook Firehouse GENERAL CONSTRUCTION SPECIFICATIONS DIVISION 2 - SITE CONSTRUCTION ITEM 1 DEMOLITION, CLEARING AND GRUBBING (Lump Sum) ITEM IS STORAGE OF MATERIAL ITEM 2 GRADING ITEM 2M MISCELLANEOUS EARTH EXCAVATION** ITEM 5R ROCK EXCAVATION(NO BLASTING)** ITEM 9 SANITARY SEWER PIPE ITEM 9S SANITARY SERVICE LINES ITEM I OPVC STORM WATER DRAIN LINE (PVC) ITEM 13K WATER SERVICE LINE �t ITEM 13T WATER SERVICE TAPS ITEM 13TSV TAPPING SLEEVE AND VALVE ITEM 20CA CONCRETE APRON ITEM 20SW CONCRETE SIDEWALKS ITEM 25AC ASPHALT CONCRETE CURB ITEM 25BB NYSDOT TYPE BB CONCRETE CURBING ITEM 25CC CONCRETE CURBING ITEM 30 KEYWAYS ITEM 39 CRUSHED STONE OR GRAVEL** ' ITEM 44 BASE AND BINDER COURSE WITH SUB-BASE ITEM 51 A BITUMINOUS TOP COURSE ITEM 51 DOT NYSDOT TEMPORARY PAVEMENT ITEM 51M COLD MILLING AND REMOVAL OF BITUMINOUS PAVEMENTS ITEM 53DOT NYSDOT PAVEMENT RESTORATION ITEM 73 CONTROL BACKFILL MATERIAL ITEM 76 MAINTENANCE AND PROTECTION OF TRAFFIC ITEM 102CB CATCH BASINS ITEM 102MC PRECAST CONCRETE DRYWELLS ITEM 102TD TROUGH DRAIN ITEM 103 CONNECTION TO EXISTING STRUCTURE ITEM 127 RESTORATION ITEM 150 LOW VOC ALKYD BASED REFECLTORIZED PAVEMENT MARKINGS ITEM 201 STORM SERVICE LATERALS ITEM 500 TRAFFIC SIGNS ITEM 800 EROSION CONTROL ITEM 1041 PROJECT COORDINATION ITEM 3001 JUNCTION BOX 02300 EARTHWO (not included) DIVISION 3 -CONCRETE 03300 PLAIN AND REINFORCED CONCRETE 03415 PRECAST PRESTRESSED CONCRETE Village of Rye Brook Firehouse DIVISION 4-MASONRY 04100 MORTAR AND GROUT 04200 T W T MASONRY**n SONRY** (not used) 04810 UNIT MASONRY ASSEMBLIES* DIVISION 5 -METALS 05100 STRUCTURAL STEEL 05500 METAL FABRICATIONS 05511/05521 METAL STAIRS/PIPE AND TUBE RAILINGS DIVISION 6 - WOOD AND PLASTICS 06100 ROUGH CARPENTRY 06200 FINISH CARPENTRY 06401 EXTERIOR ARCHITECTURAL WOODWORK 06402 INTERIOR ARCHITECTURAL MILLWORK DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07115 BITUMINOUS DAMPPROOFING (TBD) OR 07210 BUILDING INSULATION 07311 ASPHALT SHINGLES l 07313 SELF-ADHERING SHEET WATER PROOFING 07710 MANUFACTURED ROOF SPECIALTIES 07720 ROOF ACCESSORIES 07841 THROUGH PENETRATION FIRESTOP SYSTEMS 07842 FIRE RESISTIVE JOINT SYSTEMS r 07920 JOINT SEALANTS DIVISION 8 -DOORS AND WINDOWS 1 08 1 1 0/08 1 1 4 STEEL DOORS AND FRAMES/CUSTOM STEEL DOORS AND FRAMES 08212 STILE AND RAIL WOOD DOORS** 08311 ACCESS DOORS AND FRAMES 08331 OVERHEAD COILING DOORS 08361 SECTIONAL OVERHEAD DOORS 08550 WOOD WINDOWS 08700 FINISH HARDWARE Village of Rye Brook Firehouse DIVISION 9 -FINISHES 09260/09265 GYPSUM BOARD ASSEMBLIES/GYPSUM SHAFT-WALL ASSEMBLIES 09310 CERAMIC TILE 09512 ACOUSTICAL TILE CEILINGS 09638 STONE PAVING AND FLOORING 09651 RESILIENT FLOOR TILE 09653 RESILIENT WALL BASE AND ACCESSORIES 09670 EPDXY COATED FLOORING 09680 CARPET AND CARPET TILE 09910 PAINTING DIVISION 10- SPECIALTIES 10155 TOILET COMPARTMENTS 10200 LOUVERS AND VENTS 10431 SIGNS 10505 METAL LOCKERS 10801 TOILET AND BATH ACCESSORIES DIVISION 11 - EQUIPMENT 11451 RESIDENTIAL APPLIANCES DIVISION 12 -FURNISHINGS _. t 12356 KITCHEN CASEWORK / 12484 FLOOR MATS AND FRAMES DIVISION 13 - SPECIAL CONSTRUCTION a NOT USED DIVISION 14 - CONVEYING SYSTEMS 14240 HYDRAULIC ELEVATORS i Village of Rye Brook Firehouse DIVISION 15 -MECHANICAL 15000 SPECIAL REQUIREMENTS M/E 15010 BASIC MECHANICAL REQUIREMENTS 15121 PIPING EXPANSION COMPENSATION 15135 GAUGES AND METERS 15140 SUPPORTS AND ANCHORS 15170 MOTORS AND MOTOR CONTROLS 15245 VIBRATION ISOLATION 15260 PIPING INSULATION HVAC CONTRACT 15484 FUEL OIL PIPING SYSTEM 15510 HYDRONIC PIPING 15515 HYDRONIC SPECIALTIES 15290 DUCTWORK INSULATION 15535 REFRIGERANT PIPING AND SPECIALTIES 15540 HVAC PUMP 15556 CAST IRON BOILER 15575 BREECHING CHIMNEY AND STACKS 15671 AIR COOLED CONDENSING UNITS 15790 AIR COILS 15855 AIR HANDLING UNITS 15860 CENTRIFUGAL FANS 15870 POWER VENTILATORS 15890 DUCTWORK 15910 DUCTWORK ACCESSORIES 15940 AIR OUTLETS AND INLETS 15980 INSTRUMENTS AND CONTROLS ELEMENTS 15985 SEQUENCE OF OPERATION 15990 TESTING, ADJUSTING AND BALANCING PLUMBING CONTRACT 15410 PLUMBING PIPING 15430 PLUMBING SPECIALTIES 15440 PLUMBING FIXTURES 15450 PLUMBING EQUIPMENT FIRE PROTECTION CONTRACT 15310 FIRE PROTECTION PIPING 15325 SPRINKLER SYSTEMS 15000 SPECIAL REQUIREMENTS M/E 15010 BASIC MECHANICAL REQUIREMENTS Village of Rye Brook Firehouse 15121 PIPING EXPANSION COMPENSATION 15135 GAUGES AND METERS 15140 SUPPORTS AND ANCHORS 15170 MOTORS AND MOTOR CONTROLS 15245 VIBRATION ISOLATION 15260 PIPING INSULATION 15290 DUCTWORK INSULATION 15310 FIRE PROTECTION PIPING 15325 SPRINKLER SYSTEMS 15410 PLUMBING PIPING 15430 PLUMBING SPECIALTIES 15440 PLUMBING FIXTURES 15450 PLUMBING EQUIPMENT 15484 FUEL OIL PIPING SYSTEM 15540 HYDRONIC PIPING 15515 HYDRONIC SPECIALTIES 15535 REFRIGERANT PIPING AND SPECIALTIES 15540 HVAC PUMP 15556 CAST IRON BOILER 15575 BREECHING CHIMNEY AND STACKS 15671 AIR COOLED CONDENSING UNITS 15790 AIR COILS 15855 AIR HANDLING UNITS 15860 CENTRIFUGAL FANS 15870 POWER VENTILATORS 15890 DUCTWORK 15910 DUCTWORK ACCESSORIES 15940 AIR OUTLETS AND INLETS 15980 INSTRUMENTS AND CONTROLS ELEMENTS 15985 SEQUENCE OF OPERATION 15990 TESTING, ADJUSTING AND BALANCING DIVISION 16-ELECTRICAL 16010 BASIC ELECTRICAL REQUIREMENTS 16111 CONDUIT 16112 SURFACE RACEWAYS 16117 MANHOLES 16123 BOXES 16141 WIRING DEVICES 16170 GROUNDING AND BONDING 16180 EQUIPMENT WIRING SYSTEMS 16190 SUPPORTING DEVICES 16195 ELECTRICAL IDENTIFICATION 16420 SERVICE ENTRANCE 16440 DISCONNECT SWITCHES Village of Rye Brook Firehouse 16450 SECONDARY GROUNDING 16470 PANELBOARDS 16484 CONTACTORS 16510 INTERIOR LUMINARIES 16620 PACKAGED ENGINE GENERATOR SYSTEMS r 16680 TRANSIENT VOLTAGE SUPPRESSION AND FILTERING UNITS 16721 FIRE ALARM AND SMOKE DETECTIONS SYSTEMS 16750 RESCUE ASSISTANCE SYSTEM 16915 LIGHTING CONTROL SYSTEMS 16950 ELECTRICAL TESTING * ADDED—ADDENDUM #1 —3/5/03 ** REVISED—ADDENDUM #1 —3/5/03 1' .1 BID SHEET VILLAGE OF RYE BROOK FIREHOUSE 940 KING STREET RYE BROOK,NY 10573 Total Base Bid: GENERAL CONSTRUCTION A. Total Bid for all labor, equipment,materials and installation: (Price in words) (Price in figures) B. Total additional price for Alternate No. 1: (Price in words) (Price in figures) (Name of Contractor's Company ) C. Line Item Costs: 1. Mass rock excavation per cubic yard 2. Trench rock excavation per cubic yard 3. Excavation of unsuitable material and replacing with crushed stone per cubic yard BIDDER BY (Signature of partner or corporate officer) ATTEST: (Corporate Sea]) (Secretary of Corporate Bidder) Note: In case of any discrepancy between the price in words and that in figures, the price in words will be considered the price bid. *The TOTAL BID shall be the sum of the extensions(unit price multiplied by estimated quantity, for each item). It is stated here only as a convenience for comparison of Bids. If there are any errors in addition or multiplication,the unit prices for each item shall govern, and the Bid comparison will be made on the basis of correct arithmetic applied to these unit prices. In case of a discrepancy between the unit price in words and the unit price in numbers,the unit price in words shall govern. The estimated quantities are not guaranteed, and are only for Bid comparison purposes and final payment will be made for actual quantities regardless of the estimated quantities contained herein. The Contractor is further advised that the estimated quantities shown in the Bid Sheets may be reduced or deleted in order to insure that this Contract can be completed within the budget established for this work. In the event that certain work is deleted or reduced,the Unit Price shall remain in effect for this work. 940 KING STREET RYE BROOK,NY 10573 Total Base Bid: SITE CONSTRUCTION A. Total Bid for all labor,equipment,materials and installation: (Price in words) (Price in figures) B. Total additional price for Alternate No. 2: (Price in words) (Price in figures) C. Line Item Costs: 1. Mass rock excavation per cubic yard 2. Trench rock excavation per cubic yard 3. Excavation of unsuitable material and replacing with crushed stone per cubic yard (Name of Contractor's Company ) BIDDER BY (Signature of partner or corporate officer) ATTEST: (Corporate Sea]) (Secretary of Corporate Bidder) Note: In case of any discrepancy between the price in words and that in figures, the price in words will be considered the price bid. *The TOTAL BID shall be the sum of the extensions(unit price multiplied by estimated quantity, for each item). It is stated here only as a convenience for comparison of Bids. If there are any errors in addition or multiplication,the unit prices for each item shall govern,and the Bid comparison will be made on the basis of correct arithmetic applied to these unit prices. In case of a discrepancy between the unit price in words and the unit price in numbers,the unit price in words shall govern. The estimated quantities are not guaranteed, and are only for Bid comparison purposes and final payment will be made for actual quantities regardless of the estimated quantities contained herein. The Contractor is further advised that the estimated quantities shown in the Bid Sheets may be reduced or deleted in order to insure that this Contract can be completed within the budget established for this work. In the event that certain work is deleted or reduced,the Unit Price shall remain in effect for this work. 55.1 Foundation Details 55.2 Foundation Details 55.3 Foundation Details 56.1 Masonry Details S6.2 Masonry Details 56.3 Masonry Details 57.1 Truss Sections Mechanical _ M0.1 Mechanical Symbol List M2.1 Mechanical Basement &First Floor New Work Plan M2.2 Mechanical Second Floor New Work Plan M5.1 Mechanical Fuel Oil Supply Plans M6.1 Mechanical Schedules M7.1 Mechanical Details Sheet 1 of 2 M7.2 Mechanical Details Sheet 2 of 2 Electrical E0.1 Electrical Symbol List, Abbreviations &Notes E L I Electrical Site Plan E1.2 Electrical Site Lighting Plan E2.1 Electrical Basement&First Floor Lighting Plans E2.2 Electrical Second Floor Lighting Plan E3.1 Electrical Basement &First Floor Power Plans E3.2 Electrical Second Floor Power Plan E5.1 Electrical One Line and Riser Diagram E5.2 Electrical Lighting Control Wiring Diagrams E6.1 Electrical Schedules and Notes E7.1 Electrical Details Plumbing P0.1 Plumbing Symbol List PLI Plumbing Site Plan P2.1 Plumbing Basement and First Floor New Work Plans P2.2 Plumbing Second Floor New work Plan P6.1 Plumbing Riser P7.1 Plumbing Details Fire Protection F0.1 Fire Protection Symbol List, General Notes &Equipment List F2.1 Fire Protection basement and First Floor New Work Plans F2.2 Fire Protection Second Floor New Work Plan** F7.1 Fire Protection Details * ADDED TO ADDENDUM#1 **REVISED TO ADDENDUM#1 REPORT SOILS AND FOUNDATION INVESTIGATION PROPOSED FIRE HOUSE RYE BROOK, NEW YORK VILLAGE OF RYE BROOK October 18, 2002 Prepared By: Melick-Tully and Associates, P.C. 117 Canal Road South Bound Brook, NJ 08880 Tel: 732-356-3400 Fax: 732-356-9054 ` MTA Project No.: 7427-001*1G I na `"µ Principals: i ^ n MELICKITULLY CHARLEST MELICK, P.E. ® AND ASSOCIATES, P.C. ROBERT J.VAN ORDEN, P.E. GEOTECHNICAL ENGINEERS AND RAYMOND J.TULLY, P.E. f j ENVIRONMENTAL CONSULTANTS EUGENE M. GALLAGHER JR., RE. ROBERT E. SCHWANKERT, P.E. tt TODD E. HOROWITZ, P.E. SeniorAssociates: WILLIAM M. STRUBEL, RE. RICHARD D. LEV, CPG DENNIS C. LOH, P.E. MARK R. DENNO, P.E. October 18, 2002 Associate: STEVEN D. THORNE, P.E. Consultant: THOMAS E.TULLY, P.E. Village of Rye Brook 938 King Street Rye Brook,New York 10573 Attention: Mr. Christopher Bradbury Village Administrator Gentlemen: Report Soils and Foundation Investigation Proposed Fire House Rye Brook,New York Village of Rye Brook Introduction This report presents the results of a soils and foundation investigation performed for a proposed fire house to be constructed at 940 King Street adjacent to the existing Village Hall in Rye Brook,New York. The approximate site location is shown on Plate 1. Proposed Construction Plans and information provided to us indicate the site would be developed by demolition of an existing residence and detached garage and construction of a two-story fire house with a full basement. Site grading plans were not provided to us; however, we understand that it is currently proposed to establish the first floor at Elevation +68 feet and the basement floor at Elevation 58'-8". Exterior grades immediately adjacent to the fire house are proposed to be PKl " Reply to:RTHERN NJ OFFICE: 117 Canal Road, South Bound Brook, NJ 08880/Phone: (732)356-3400 Fax:(732)356-9054 11 SOUTHERN NJ OFFICE: 520 Fellowship Road,Suite B206, Mount Laurel, NJ 08054/Phone: (856)9144D077 Fax:(856)914-0078 Village of Rye Brook October 18, 2002 Page 2 established at a maximum of Elevation +66 feet. Estimated maximum column and wall loads are on the order of 200 kips and 3 kips per linear foot, respectively. Paved parking and driveway areas will also be constructed to service the facility. Purpose and Scope of Work The purpose of our services was to: 1) explore the subsurface soil and groundwater conditions within the proposed building and parking areas; 2) estimate the relevant geotechnical engineering properties of the encountered materials; 3) evaluate the site foundation requirements considering the anticipated structural loads and encountered subsurface conditions; 4) recommend an appropriate type of foundation for support of the proposed structure, and provide geotechnical-related foundation design and installation criteria; 5) provide recommendations for the support and subdrainage of the lowest level floor slab; 6) estimate post-construction settlements of the recommended floor and �~ foundations systems; 7) provide geotechnical-related parameters for use in pavement design; and 8) discuss appropriate earthwork operations or considerations consistent with the recommended site and foundation solutions. To accomplish these purposes, a subsurface exploration program consisting of eight supervised test borings was conducted at the site. The boring locations were selected by Calgi Construction Company, Inc. The test borings were advanced using truck-mounted, hollow-stem auger drilling equipment. Five of the borings (B-1 through B-5) were conducted within or immediately adjacent to the proposed building area and extended to depths ranging from Village of Rye Brook October 18, 2002 Page 3 approximately 16 to 20 feet below the ground surface. The remaining three borings were conducted in the proposed driveway area located on the south side of the site and extended approximately six feet below the ground surface. The approximate locations of the test borings performed for our study are shown on the Plot Plan, Plate 2. All field work was performed under the direct technical observation of a representative of Melick-Tully and Associates, P.C. (MTA). Our representative located the test borings in the field, maintained continuous logs of the explorations as the work proceeded, and supervised the soil sampling operations so as to obtain the appropriate subsurface information. Detailed descriptions of the encountered subsurface conditions are presented on the Logs of Borings, Plates 3A through 3H. The soils were visually classified in general accordance with the Unified Soil Classification System shown on Plate 4. All soil samples were brought to our office where they were further examined in our soil mechanics laboratory. Selected samples were subjected to mechanical grain-size analyses and moisture content testing to aid in their engineering classification and evaluation. The results of the grain-size analyses are presented on Plates 5A and 5B, Gradation Curves, and the results of the moisture content tests are presented on the test boring logs. The results of our subsurface exploration and laboratory testing programs have provided the basis for our engineering analyses and design recommendations. The following discussions of our findings and recommendations are subject to the limitations attached as an Appendix to this report. Village of Rye Brook October 18, 2002 Page 4 Site Conditions Surface Features: The site contains a two-story residence with a full basement and detached garage and a small shed. The remainder of the site consists of a grassed lawn area with scattered trees and a paved driveway. Topographic information provided to us indicates the ground surface at the site ranges from a high of approximately Elevation +70 feet in the center of the property near the existing house, to a low of approximately +60 to +62 feet adjacent to King Street and in the rear (south) of the property. Within the footprint of the proposed fire house, these grades range from approximately eight to eleven feet above the proposed basement floor elevation. Subsurface Conditions: At the exploration locations conducted in the grassed areas of the site, surface materials consisted of approximately four to ten inches of topsoil. At one boring location conducted in the existing driveway (B-3), surface materials consisted of six inches of asphalt pavement over approximately 18 inches of a stone and cobble base course. Underlying the surface materials, our explorations encountered two relatively distinct silty sand layers. The upper layer extends generally to a depth of about three to five feet and consists of loose to medium dense silty sand with generally low percentages of gravel and occasional fine roots. The lower layer, which consists of glacial till, extended to the maximum depths. These materials are generally similar in gradation to the upper materials; however, the lower layer is distinct in that it is micaceous, generally dense to very dense in relative density, and (based on drilling behavior and frequent low sample recoveries) generally contains layers of cobbles and/or boulders below a depth of roughly eight to ten feet. Village of Rye Brook October 18, 2002 Page 5 Auger refusal on presumed boulders was encountered in three of the explorations (B-2 through B-4). A rock core was attempted in B-2 after encountering auger refusal at a depth of 17 feet to assess whether bedrock was present; however, the core encountered soil after 2-1/2 feet of penetration, and the recovery consisted of two 2-inch gneiss fragments. It is concluded based on these observations that the refusal was encountered atop a boulder. Ground water was not encountered in the borings at the time of drilling to the maximum depths explored. A temporary well casing was placed in one of the boreholes (B-3) to permit further measurement of ground water levels. At the time of installation, no ground water was observed to the maximum depth (19-1/2 feet). Two days after installation, our representative recorded a water level of approximately 13-1/2 feet (approximately Elevation 53-1/2 feet). Given the fact that the northeast has been subject to a period of extended drought, it should be expected that this level is below normal levels. Conclusions and Recommendations General: Based on the results of our study, it is our opinion that: 1) The proposed structure may be supported by conventional shallow foundations which derive their support from the existing undisturbed dense to very dense glacial till encountered at estimated basement foundation levels. Foundations may be designed to impose a maximum net allowable bearing pressure of up to four tons per square foot. 2) Following the site preparation procedures outlined in subsequent sections of this report, the basement floor slab of the proposed building may be supported at-grade on the undisturbed glacial till. 3) The on-site materials generated from construction excavations will contain relatively high percentages of silt and will be moisture sensitive. The excavated materials could be reused as controlled, compacted fill; however, depending on weather conditions at the time of construction, Village of Rye Brook October 18, 2002 Page 6 some aeration or drying may required to attain moisture contents suitable for compaction purposes. 4) New pavement supported by the existing silty sands or similar materials placed as controlled compacted fill may be designed for "fair" subgrade support conditions. Discussions of these and other items considered relevant to the proposed construction are presented in the following sections of this report. Site Preparation and Earthwork: Prior to construction, the site should be cleared, and all vegetation, topsoil, and roots should be stripped from within and at least five feet beyond the limits of all proposed building and pavement areas. We understand that it is intended to remove the existing asphalt pavement as well. Any existing utilities which are to remain should be removed or relocated as necessary or accounted for in the design of the facility. Demolition of the existing structures should include the removal of all below-grade structural elements such as foundations, floor slabs, basement walls, utilities, underground storage tanks and subsurface sanitary or stormwater disposal systems from below and five feet beyond all building footprints. The resulting excavations should be backfilled with controlled compacted fill as described later in this report, although it should be noted that the existing residence lies within the proposed fire house footprint, so that backfill of this excavation may not be necessary depending on the sequencing of the demolition and construction activities. Following clearing, stripping, demolition, and any excavation required to reach the desired construction subgrade levels, the exposed subgrade materials within the building and pavement areas should be thoroughly compacted to a dense and unyielding condition with at least ten passes of a heavy, self-propelled vibrating drum compactor with a static drum weight of at Village of Rye Brook October 18, 2002 Page 7 least 12,000 pounds under the observation of a qualified geotechnical engineer. Any subgrade soils which cannot be compacted to a dense and unyielding condition should be excavated to the surface of stable soils and replaced with granular controlled compacted fill. The silty sand subgrade soils exposed during construction will be susceptible to disturbance from construction traffic, especially when wet. Construction operations should therefore be planned to minimize disturbance to the exposed subgrades to the degree possible. In addition, positive surface drainage should be maintained at all times to avoid ponding of water on the exposed subgrades and to convey surface water away from the exposed subgrades. Following proofrolling, granular controlled compacted fill should be placed if required to reach the design pavement subgrade levels. The existing silty sand soils which will be generated from on-site excavations are suitable for reuse as controlled compacted fill and/or backfill of the basement walls. However, due to their high silt content, these materials will be moisture sensitive. Based on the results of our laboratory testing, these materials are currently at moisture contents at or above that which is suitable for compaction purposes. Accordingly, some aeration and drying of the excavated soils could be required, depending on soil and weather conditions at the time of construction to permit compaction to the required densities. In addition to moisture control, some of the deeper silty sand materials may contain significant percentages of cobbles and/or boulders. If encountered, materials larger than approximately four inches in maximum dimension should be culled from the excavated materials prior to reuse as backfill of foundation walls. Imported fill, if required to complete the site grading or for backfill, should consist of uncontaminated, relatively well-graded granular soil containing less than 12 percent by weight of Village of Rye Brook October 18, 2002 Page 8 material passing a U.S. Standard No. 200 sieve and a maximum particle size of four inches. Documentation of the environmental quality of the imported fill should include a written certification from the fill supplier stating that the fill is virgin, uncontaminated material. The physical geotechnical characteristics of all materials proposed for use as controlled compacted fill or backfill (on-site or imported) should be evaluated by a qualified geotechnical engineer at _ the time of construction. All fill placed in proposed building and pavement areas should consist of controlled compacted fill uniformly compacted to at least 95 percent of the maximum dry density as determined by the ASTM D-1557 test procedure. Mass fill should be spread in layers on the order of twelve inches in loose thickness and compacted to the required densities using a heavy self-propelled vibratory compactor. Backfill placed in confined areas (i.e., utility trenches, basement wall backfill, etc.) should be spread in thinner layers and compacted using manually operated vibratory compaction equipment. All controlled compacted fill should be moisture- conditioned as necessary to achieve moisture contents which will permit compaction to the required densities. Temporary construction excavations should comply with the most recent OSHA excavation guidelines and any other governing codes, including the New York State Industrial Code Rule No. 23. Based on the results of our test borings, we believe that the natural site soils should be classified as a Type C material as defined by the current OSHA excavation regulations. It should be anticipated that boulders and cobbles will be encountered during excavation for the basement and deep utility excavations. Bedrock was not encountered in the explorations to the depths indicated. The presence of boulders and cobbles could cause difficult Village of Rye Brook October 18, 2002 Page 9 1 excavation in confined areas and could require overexcavation both laterally and vertically for removal. Ground water was encountered in a temporary well installed in one of the test borings after a period of approximately two days at a depth of approximately 13-1/2 feet below the ground surface. However, due to the current extended drought, higher water levels at the time of construction should be anticipated. Accordingly, ground water seepage may be encountered during excavation for the proposed basement. We estimated that such seepage would be light to moderate in intensity and could likely be controlled by pumping from a series of closely-spaced sumps located within the excavation. The contractor should be required to maintain relatively dry excavations throughout the earthwork phases of the construction work. Foundation Design Criteria: Foundations for the proposed structure may consist of conventional shallow foundations which derive their support from the undisturbed glacial till encountered at anticipated basement foundation depths. Any loose or disturbed soils encountered at the planned subgrade level should be compacted to a dense and stable condition or excavated and replaced with clean three-quarter inch crushed stone. We recommend that the foundations be designed to impose maximum net allowable bearing pressures of up to four tons per square foot. All foundation subgrades should be evaluated at the time of construction by a qualified geotechnical engineer to confirm that the required bearing capacity is available. For seismic design purposes, we recommend using a Seismic Site Coefficient Type S2 (seismic factor= 1.0) for this project. Foundations should be established at least four feet below the final adjacent exterior grades, or deeper if required by local ordinances, to provide protection from frost penetration. Village of Rye Brook October 18, 2002 Page 10 Post-construction settlements of foundations designed and installed in accordance with our recommendations are estimated to be on the order of one-half of one inch, or less. Floor Slab Design Criteria: Following the previously outlined site preparation procedures, the floor slabs of the proposed structure may be supported at-grade by the undisturbed glacial till. Estimated post-construction settlements of the floor slab supported by materials prepared in accordance with our recommendations are on the order of one-quarter of one inch,or less. Ground water was recorded in a temporary wellpoint approximately five feet below proposed basement floor levels two days after the wellpoint was installed. Ground water levels in the wellpoint rose approximately six feet during this time. However, due to the low permeability of the soils, the recorded level may not reflect completely stabilized levels. In addition, due to the extended drought, the recorded level most likely does not reflect seasonal high levels. Given the fact that water levels could at least seasonally be closer to the proposed basement floor level, a subslab drainage system, described below, is recommended. If it is desired to confirm seasonal high levels for basement drainage design purposes, it would be necessary to install a monitoring well and record water levels throughout the traditionally seasonal high period of the year (December to April). Alternatively, it may be possible to estimate seasonal high levels using test pits, based on observations of mottling and other indications of seasonal high water conditions, if present. It should be recognized that if the basement floor level is not established at least two feet above seasonal high water levels, significant pumping of ground water could be required, at least on a seasonal basis. Village of Rye Brook October 18, 2002 Page 11 Therefore, based on the available information, we recommend that the basement floor slab be underlain by a minimum twelve-inch thick layer of clean 3/4-inch crushed stone or recycled concrete, with six-inch diameter perforated PVC or ADS pipes for drainage purposes. Filter fabric (Mirafi 140N or equal) should be placed below the 3/4-inch stone to prevent clogging of the drainage layer from the underlying silty sands. Interior basement sumps should be provided to collect and discharge water which accumulates in the stone layer and pipes. Below-Grade Wall Design: The design lateral earth pressures for below-grade walls will be partially dependent on the nature of the backfill behind the walls. Assuming the on-site silty sands obtained from on-site excavations are used for backfill, an equivalent fluid pressure of 60 pounds per cubic foot (pcf) may be used for design purposes, assuming "at-rest" conditions. If the walls can rotate sufficiently to develop active conditions, then an equivalent fluid pressure of 38 pcf may be used. Note that these values assume that the entire zone between the walls and the minimum 1.5 horizontal to one vertical slope (1.5H:I V) required by OSHA for Class "C" excavations is backfilled with this material in accordance with the recommendations for controlled compacted fill provided above, and that vertical drainage is installed so that hydrostatic pressure is not permitted to develop against the walls. any surcharge loads from equipment, vehicles, or soil slopes would be in addition to these estimated pressures. Vertical drainage should be provided behind all below-grade walls to prevent hydrostatic pressures from developing against the walls. The drainage behind the walls should consist of a vertical twelve-inch thick layer of free-draining stone adjacent to the wall, or a manufactured drain system such as Miradrain or Enkadrain. The drainage behind the walls should connect to continuous foundation drains located at the exterior base of the walls. The foundation drains Village of Rye Brook October 18, 2002 Page 12 should consist of six-inch diameter perforated PVC or ADS pipes surrounded by a minimum of six inches of clean 3/4-inch crushed stone wrapped in filter fabric to prevent clogging of the perforations. The pipes from the wall drainage systems should be connected to the site drainage system by gravity flow, unless site grading does not permit gravity discharge. If gravity discharge is not possible, water should be collected in a sump(s), and a pump with a backup generator should be provided to discharge accumulated water to the site drainage system. Pavement Design Criteria: Pavement subgrade materials should be prepared in accordance with the general site preparation and earthwork recommendations presented in previous sections of this report. Immediately prior to pavement construction, all exposed subgrades should be recompacted to a dense and stable consistency, and the upper twelve inches of the subgrade soils should be recompacted to at least 95 percent of the maximum dry density as determined by ASTM D-1557 test procedure. Any subgrade materials which cannot be compacted to the required densities should be excavated to stable subgrade materials and replaced with granular controlled compacted fill. Following recompaction, pavements may be supported by the existing natural sands or by controlled compacted fill. Pavement subgrades consisting of the recompacted existing silty sands or controlled compacted fill consisting of similar materials would provide a "fair" subgrade support condition for new pavements, with an estimated California Bearing Ratio (CBR) value of approximately five percent. The silty sand subgrades are considered moderately susceptible to frost heave. If it is desired to reduce the potential for long-term maintenance of potholes and localized pavement Village of Rye Brook October 18, 2002 Page 13 breakup due to frost action, we recommend that a minimum of six inches of stone base course (NYSDOT Type I Subbase) be placed below the bituminous pavement section Please contact us if you have any questions regarding this report. The following Plates and Appendix are attached and complete this report: Plate 1 - Site Location Plan Plate 2 - Plot Plan Plates 3A through 3H - Logs of Test Borings Plate 4 - Unified Soil Classification System Plates 5A and 513 - Gradation Curves Appendix - Limitations Very truly yours, MELICK-TULLY and ASSOCIATES, P.C. Steven D. Thorne, P.E. Senior Associate E n . Gallagher, r., P. . Vice resident SDT:EMG/sdt 7427-001*1 G (1 copy submitted) cc: Calgi Construction Corp., Inc. (3 copies) Attn: Dominic Calgi � �� SZUt ,�. � i r ) ui \� - it � •�I.- reen Valley ((4L; _ -Q I `. ,•3So .�- �:-- .o,b; � � h�.\, i o o, �� __' -fie€p , ♦ o. wa r. 06 �ll_' { �•r �j�.C,.l ���4•; jyndrook Club � IS /•• �l� rL� �I - // Ron theNitC �, !V 1 Q Cem- \ ' St •R surreG •on _/ "ry a 1 ,Ye µ ,-�• _ Corwenl I�•'�`rIf �- ;� 1tNT[ A. FROM: "Glenville Quadrangle, CT-NY, 7.5 Minute Series (Topographic)," USGS, 1960, photorevised 1971. SITE LOCATION MAP MELICK—TULLY AND ASSOCIATES, P.C. Geotechnical Engineers PROPOSED FIRE HOUSE & Environmental Consultants 117 Canal Road RYE BROOK, NEW YORK South Bound Brook, New Jersey 08880 (908) 356-3400 VILLAGE OF RYE BROOK JOB NO. FILE NO. DR. BY CHK. BY DATE SCALE PLATE 7427-001'1 G 19248 SDT EMG 10/8/02 1"=2,000' 1 EXISTIHG/ SHED / I OPOSED ED AREA-- PROPOSED PAVE I I I � I rrl I i I I I I I —�I B-8 PLOT PLAN PROPOSED FIRE HOUSE RYE BROOK, NEW YORK KEY: VILLAGE OF RYE BROOK B-1 MELICK—TULLY AND ASSOCIATES, P.C. Geotechnicol Engineers NUMBER AND APPROXIMA & Environmental Consultants OF BORINGS PERFORMED 117 canal Rood South Bound Brook, New Jersey 08880 STUDY (732) 356-3400 7427-001*1G FILE NO. 19248 CHK. BY DATE SCALE PLATE SOT 10/9/02 1"=20' 1 2 LOG OF BORING BORING NO. 1 COMPLETION DATE: 10/7/02 SURFACE ELEVATION: +69't WATER LEVEL: JOB NUMBER: 7427-001'1G READING DATE: 10/7/02 z Z W Z 0 0 W DESCRIPTION W J a E m a o can Z 2 Un 4" Topsoil S1 7 18 Brown fine to medium sand, and silt, trace to little fine gravel, trace SM roots (moist)(loose) S2 21 11 - grading (medium dense) @ 2-1/2' Gray-brown, micaceous fine to medium sand, and clayey silt, trace to little fine to coarse gravel, with occasional lenses/layers of 5 S3 57 decomposed micaceous rock fragments (moist)(very dense) -drilling behavior below 9 feet suggests presence of cobbles 10 and/or boulders S4 145 SM - no recovery 10'-12' 15 - grading gray S5 106 Bottom of Boring @ 17' `Water Level Not Encountered 20 25 NOTES FOR COLUMNS SOIL DESCRIPTION MODIFIERS 1. SAMPLE AT AVERAGE SAMPLING DEPTH TRACE 0-10 2. INDICATES THE NUMBER OF BLOWS TO ADVANCE LITTLE 10-20 A 2"OD SAMPLER A DISTANCE OF 12 INCHES USING A SOME 20-35 140 POUND WEIGHT FALLING 30 INCHES AND OVER 35% Sheet: 1 of 1 PLATE: 3A MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants LOG OF BORING BORING NO. 2 COMPLETION DATE: 10/7/02 SURFACE ELEVATION: +70't WATER LEVEL: " JOB NUMBER: 7427-001'1G READING DATE: 10/7/02 0 z w z z O U Uj a 3 m DESCRIPTION a va oi z co 6" To soil S1 19 14 Brown fine to medium sand, and silt, trace to little fine gravel, trace SM roots (moist)(medium dense) S2 38 10 Gray-brown, micaceous fine to medium sand, and clayey silt, trace to little fine to coarse gravel, with occasional lenses/layers of 5 S3 65 decomposed micaceous rock fragments (moist) (dense to very dense) 10 - no recovery 10'-12' S4 59 SM - drilling behavior from about 12' to 13' and 15' to 17' suggests presence of cobbles and/or boulders S5 70 - grading gray 15 S6 134 -Auger refusal @ 17'. Attempted rock core at 17'. At 19.5 feet, coring was terminated in soil, indicating presence of boulder @ 17'. Recovery from core consisted of two 2-inch fragments of dark gray to black gneiss. 20 Bottom of Boring @ 19-1/2' Water Level Not Encountered ] - I 25 NOTES FOR COLUMNS SOIL DESCRIPTION MODIFIERS 1. SAMPLE AT AVERAGE SAMPLING DEPTH TRACE 0-10% 2. INDICATES THE NUMBER OF BLOWS TO ADVANCE LITTLE 10-20% A 2'OD SAMPLER A DISTANCE OF 12 INCHES USING A SOME 20-35% 140 POUND WEIGHT FALLING 30 INCHES AND OVER 35% Sheet: 1 of 1 PLATE: 3B MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants LOG OF BORING BORING NO. 3 COMPLETION DATE: 10/7/02 SURFACE ELEVATION: +67't WATER LEVEL: JOB NUMBER: 7427-001`1G READING DATE: 10/7/02 e z z w F- z 0 0 w w a J 0 DESCRIPTION Q 0 o W Z U) 6"Asphalt over 18" stone/cobble base Brown fine to medium sand, and silt, trace fine gravel S1 7 15 SM (moist)(loose) 5 S2 26 Gray-brown, micaceous fine to medium sand, and clayey silt, trace to little fine to coarse gravel (moist) (medium dense to dense) S3 37 14 10 - no recovery 10'-12' S4 51 SM 15 - no recovery 15'-17' S5 163 - drilling behavior from about 17 to 18 feet suggests presence of cobbles and/or boulders -auger refusal @ 19-1/2' 20 Bottom of Boring @ 19-1/2' Water Level Not Encountered TEMPORARY WELLPOINT INSTALLED IN BOREHOLE UPON COMPLETION OF DRILLING WATER LEVEL MEASUREMENT OF 13-1/2 FEET RECORDED 10/9/02 AT 1:00 PM. 25 NOTES FOR COLUMNS: SOIL DESCRIPTION MODIFIERS 1. SAMPLE AT AVERAGE SAMPLING DEPTH TRACE 0-10% 2. INDICATES THE NUMBER OF BLOWS TO ADVANCE LITTLE 10-20% A 2'OD SAMPLER A DISTANCE OF 12 INCHES USING A SOME 20-35% 140 POUND WEIGHT FALLING 30 INCHES AND OVER 35% Sheet: 1 of 1 PLATE: 3C MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants LOG OF BORING BORING NO. 4 COMPLETION DATE: 1017102 SURFACE ELEVATION: +70't WATER LEVEL: JOB NUMBER: 7427-001*1G READING DATE: 10/7/02 Z z w Z z O U W > > o DESCRIPTION a m > o ¢n O z U)i 6" Topsoil S1 9 18 Brown fine to medium sand, and silt, trace fine gravel, trace roots SM (moist)(loose to medium dense) S2 39 Gray-brown, micaceous fine to medium sand, and clayey silt, trace to little fine to coarse gravel, with a thin layer of quartzite fragments 5 S3 82 (moist) (dense to very dense) - drilling behavior from about 8'to 9' and 12' to 13' suggests presence of cobbles and/or boulders 10 SM - grading with occasional lenses of orange-brown fine to medium S4 45 9 sand, trace silt 15 - grading gray S5 61 - auger refusal @ 18'-2" S6 50/2" Bottom of Boring @ 18'-2" 20 * Water Level Not Encountered 25 NOTES FOR COLUMNS SOIL DESCRIPTION MODIFIERS 1. SAMPLE AT AVERAGE SAMPLING DEPTH TRACE 0-10% 2. INDICATES THE NUMBER OF BLOWS TO ADVANCE LITTLE 10-20% A 2"OD SAMPLER A DISTANCE OF 12 INCHES USING A SOME 20-35% 140 POUND WEIGHT FALLING 30 INCHES AND OVER 35% Sheet: 1 of 1 PLATE: 3D MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants LOG OF BORING BORING NO. 5 COMPLETION DATE: 10/7/02 SURFACE ELEVATION: +70't WATER LEVEL: JOB NUMBER: 7427-001'1G READING DATE: 10/7/02 0 W W z Z 0 U N W w Q'W J D o DESCRIPTION a m } W << O 6" To soil S1 8 Brown fine to medium sand, and silt, trace fine gravel, trace roots SM (moist)(loose) S2 13 13 Gray-brown, micaceous fine to medium sand, and clayey silt, trace to little fine to coarse gravel (moist) (medium dense to dense) 5 S3 40 10 10 SM - no recovery 10' - 12' S4 96 15 S5 50/11, - split spoon refusal @ 16'-7" Bottom of Boring @ 16'-7" Water Level Not Encountered 20 25 NOTES FOR COLUMNS: SOIL DESCRIPTION MODIFIERS: 1 SAMPLE AT AVERAGE SAMPLING DEPTH TRACE 0-10% 2. INDICATES THE NUMBER OF BLOWS TO ADVANCE LITTLE 10-20% A 2"OD SAMPLER A DISTANCE OF 12 INCHES USING A SOME 20-35% 140 POUND WEIGHT FALLING 30 INCHES AND OVER 35% Sheet: 1 of 1 PLATE: 3E MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants LOG OF BORING BORING NO. 6 COMPLETION DATE: 10/7/02 SURFACE ELEVATION: +67't WATER LEVEL: JOB NUMBER: 7427-001*1G READING DATE: 10/7/02 z W z z 0 U W F a J m DESCRIPTION < N a w Q z ] O r 8" To soil S1 8 Brown fine to medium sand, and silt, trace fine gravel, trace roots SM (moist)(loose) S2 29 Gray-brown, micaceous fine to medium sand, and clayey silt, little SM fine to coarse gravel (moist) (medium dense to dense) 5 S3 44 Bottom of Boring @ 6' *Water Level Not Encountered 10 15 20 25 NOTES FOR COLUMNS SOIL DESCRIPTION MODIFIERS 1. SAMPLE AT AVERAGE SAMPLING DEPTH TRACE 0-10% 2. INDICATES THE NUMBER OF BLOWS TO ADVANCE LITTLE 10-20% A 2'OD SAMPLER A DISTANCE OF 12 INCHES USING A SOME 20-35% 140 POUND WEIGHT FALLING 30 INCHES AND OVER 35% Sheet: 1 of 1 PLATE: 3F MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants LOG OF BORING BORING NO. 7 COMPLETION DATE: 10/7/02 SURFACE ELEVATION: +68't WATER LEVEL: JOB NUMBER: 7427-001*1G READING DATE: 10/7/02 0 z z F_ z 0 U Uj J J 0 DESCRIPTION 1 d Q O Z (n 10" Topsoil S1 10 Brown fine to medium sand, and silt, trace fine gravel, trace roots SM (moist)(loose) S2 47 Gray-brown, micaceous fine to medium sand, and clayey silt, little fine to coarse gravel (moist) (dense to very dense) SM 5 S3 120 Bottom of Boring @ 6' * Water Level Not Encountered 10 15 20 25 NOTES FOR COLUMNS SOIL DESCRIPTION MODIFIERS 1. SAMPLE AT AVERAGE SAMPLING DEPTH TRACE 0-10% 2 INDICATES THE NUMBER OF BLOWS TO ADVANCE LITTLE 10-20% A 2'OD SAMPLER A DISTANCE OF 12 INCHES USING A SOME 20-35% 140 POUND WEIGHT FALLING 30 INCHES AND OVER 35% Sheet: 1 of 1 PLATE: 3G MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants LOG OF BORING BORING NO. 8 COMPLETION DATE: 10/7/02 SURFACE ELEVATION: +66't WATER LEVEL: JOB NUMBER: 7427-001'1G READING DATE: 10/7/02 z w z z O U w a ? m DESCRIPTION a Q U) w Q O o n z cn 7" Topsoil S1 19 Brown fine to medium sand, and silt, trace fine gravel, trace roots SM (moist)(medium dense) S2 59 Gray-brown, micaceous fine to medium sand, and clayey silt, little SM fine to coarse gravel (moist) (dense to very dense) 5 S3 48 Bottom of Boring @ 6' Water Level Not Encountered 10 15 20 25 NOTES FOR COLUMNS- SOIL DESCRIPTION MODIFIERS: 1. SAMPLE AT AVERAGE SAMPLING DEPTH TRACE 0-10 2. INDICATES THE NUMBER OF BLOWS TO ADVANCE LITTLE 10-20 A 2'OD SAMPLER A DISTANCE OF 12 INCHES USING A SOME 20-35% 140 POUND WEIGHT FALLING 30 INCHES AND OVER 35 Sheet: 1 of 1 PLATE: 3H MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants LETTER TYPICAL MAJOR DIVISIONS SYMBOL DESCRIPTIONS CLEAN Well-graded gravels, gravel- GRAVEL& GRAVELS GW sand mixtures, little or no GRAVELLY fines. SOILS (Little or no fines) GP Poorly-graded gravels, gravel- sand mixtures,little or no fines More than 50%of GRAVELS WITH Silty gravels, gravel-sand-silt COARSE coarse fraction FINES GM mixtures. RETAINED on No.4 Sieve GRAINED (Appreciable amount Clayey gravels, gravel-sand- SOILS of fines) GC clay mixtures. CLEAN SAND Well-graded sands, gravelly SAND AND SW sands,little or no fines. More than 50% SANDY SOILS (Little or no fines) Poorly-graded sands, gravelly of material SP sands,little or no fines. is LARGER than No.200 Sieve More than 50%of SANDS WITH Silty sands,sand-silt mixtures coarse fraction FINES SM PASSING a No.4 Sieve (Appreciable amount Clayey sands, sand-clay offines) SC mixtures. Inorganic silts and very fine ML sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity. FINE GRAINED SILTS AND CLAYS Liquid limit Inorganic clays of low to SOILS LESS than 50 CL medium plasticity, gravelly clays,sandy clays, silty clays, lean clays. Organic silts and organic silty More than 50%of OL clays of low plasticity. material is SMALLER than No. Inorganic silts, micaceous or 200 Sieve. MH diatomaceous fine sand or silty Liquid limit soils. SILTS AND CLAYS GREATER CH Inorganic clays of high lasticit ,fat clays. OH Organic clays of medium to high plasticity,organic silts. HIGHLY ORGANIC SOILS PT Peat,humus,swamp soils with high organic contents NOTE. DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS. GRADATION• COMPACTNESS` CONSISTENCY sand and/or gravel clay and/or silt Range of Shearing Strength in %Finer by Weight Relative Density Pounds per Square Foot Trace 0%to 10% Loose 0%to 40% Very Soft less than 250 Little 10%to 20% Medium Dense 40%to 70% Soft 250 to 500 Some 20%to 35% Dense 70%to 90% Medium 500 to 1000 And 35%to 50% Very Dense 90%to 100% Stiff 1000 to 2000 Very Stiff 2000 to 4000 Hard Greater than 4000 *Values are from laboratory or field test data,where applicable. When no testing was performed,values are estimated. UNIFIED SOIL CLASSIFICATION SYSTEM SOIL CLASSIFICATION CHART A WCK TI M -and A5SQCIATES, P'C PLATE 4: UNIFIED SOIL CLASSIFICATION COBBLES &I GRAVEL SAND SILT OR BOULDERS COARSE FINE COARSE MEDIUM FINE CLAY STANDARD SIEVE SIZE O O O O O 100 c� c+) co # # # z # 90 80 70 (7 60 Z_ U) U) o Q O N F- 50 1` w U m � � w d 40 z 30 20 10 0 o Oin O "' GRAIN SIZE IN MILLIMETERS EXPLORATION/IDENTIFICATION: DEPTH/S UR E: B-1 S2 3' LINE SYMBOL: MOISTURE CONTENT(%1: LIQUID LIMIT 1%1: PLASTIC LIMIT 1%1: USCS SYMBOL: - USCSCLASSIFICATION: 10.6 ---- SM FINE TO MEDIUM SAND AND CLAYEY SILT TRACE FINE GRAVEL X L RA I N/IDEN I IFI A I ION: DEPTH/S U . B-2 S2 3' LINE SYMBOL: MOISTURE CONTENT LIQUID LIMIT( ): PLASTIC LIMIT 1%1: USCS SYMBOL: o- — — — 10.2 ---- ---- SM USCS CLASSIFICATION: FINE TO MEDIUM SAND AND CLAYEY SILT TRACE FINE GRAVEL GRADATION CURVES MI�LICK ..TIJi LY AND A S©ellaTES ..0 :: . > PLAT:E::a�A UNIFIED SOIL CLASSIFICATION COBBLES &I GRAVEL SAND SILT OR BOULDERS COARSE FINE COARSE MEDIUM FINE ::::tCLAY STANDARD SIEVE SIZE u7 tV O O O_ O O 100 v c� cv ch :k sc 90 80 \ 70 \ C7 60 Z En U7 D Q :? d 50 Z UI U L n w n- 40 30 20 10 0 0 o 0 o L o GRAIN SIZE IN MILLIMETERS PLO A ION/ID N IFI ATION: EPTH/ OUR E: B-3 S 771, 3' LINE SYMBOL: MOISTURE CONTENT 1%I: LIQUID LIMIT(%1: PLASTIC LIMIT( 1: USCS SYMBOL: _ 14.7 ---- --- SM USCS CLASSIFICATION: FINE TO MEDIUM SAND AND SILT TRACE FINE GRAVEL X L RA I N/I N I I A I N: B-4 LINE SYMBOL: MOISTURE CONTENT 1%1: LIQUID LIMIT 1%1: PlAS I LIMIT(%I: USCS SYMBOL: 7.9 -- -- - SM USCS CLASSIFICATION: FINE TO MEDIUM SAND AND CLAYEY SILT LITTLE FINE GRAVEL GRADATION CURVES MELT CK T.>LLY .' D IATE U AN ASSOC S !'.C. 1 I APPENDIX APPENDIX Limitations A. Subsurface Information Locations: The locations of the explorations were approximately determined by tape measurement from existing site features. Elevations of the explorations were approximately determined by interpolation between contours shown on topographic plans provided to us by the owner. The locations and elevations of the explorations should be considered accurate only to the degree implied by the method used. Interface of Strata: The stratification lines shown on the individual logs of the subsurface explorations represent the approximate boundaries between soil types, and the transitions may be gradual. Field Logs/Final Logs: A field log was prepared for each exploration by a member of our staff. The field log contains factual information and interpretation of the soil conditions between samples. Our recommendations are based on the final logs as shown in this report and the information contained therein, and not on the field logs. The final logs represent our interpretation of the contents of the field logs, and the results of the laboratory observations and/or tests of the field samples. Water Levels: Water level readings have been made in the explorations at times and under conditions stated on the individual logs. These data have been reviewed and interpretations made in the text of this report. However, it must be noted that fluctuations in the level of the groundwater will occur due to variations in rainfall, temperature, and other factors. Pollution/Contamination: Unless specifically indicated to the contrary in this report, the scope of our services was limited only to investigation and evaluation of the geotechnical engineering aspects of the site conditions, and did not include any consideration of potential site pollution or contamination resulting from the presence of chemicals, metals, radioactive elements, etc. This report offers no facts or opinions related to potential pollution/contamination of the site. Environmental Considerations: Unless specifically indicated to the contrary in this report, this report does not address environmental considerations which may affect the site development, e.g., wetlands determinations, flora and fauna, wildlife, etc. The conclusions and recommendations of this report are not intended to supersede any environmental conditions which should be reflected in the site planning. B. Applicability of Report This report has been prepared in accordance with generally accepted soils and foundation engineering practices for the exclusive use of the Village of Rye Brook for specific application to the design of the proposed fire house at 940 King Street in Rye Brook,New York. No other warranty, expressed or implied, is made. This report may be referred to in the project specifications for general information purposes only, but should not be used as the technical specifications for the work, as it was prepared for design purposes exclusively. C. Reinterpretation of Recommendations Change in Location or Nature of Facilities: In the event that any changes in the nature, design or location of the building are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing. Changed Conditions During Construction: The analyses and recommendations submitted in this report are based in part upon the data obtained from eight widely-spaced test borings performed for this study. The nature and extent of variations between the explorations may not become evident until construction. If variations then appear evident, it will be necessary to reevaluate the recommendations of this report. Changes in State-of-the-Art: The conclusions and recommendations contained in this report are based upon the applicable standards of our profession at the time this report was prepared. D. Use of Report by Prospective Bidders This soil and foundation engineering report was prepared for the project by Melick-Tully and Associates, P.C. for design purposes and may not be sufficient to prepare an accurate bid. Contractors utilizing the information in the report should do so with the express understanding that its scope was developed to address design considerations. Prospective bidders should obtain the owner's permission to perform whatever additional explorations or data gathering they deem necessary to prepare their bid accurately. E. Construction Observation We recommend that Melick-Tully and Associates, P.C. be retained to provide on-site soils engineering services during the earthwork construction and foundation phases of the work. This is to observe compliance with the design concepts and to allow changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. LOG OF BORING BORING NO. 1 COMPLETION DATE: 10/7/02 SURFACE ELEVATION: +69'1 WATER LEVEL: JOB NUMBER: 7427-001*1G READING DATE: 10/7/02 0 z w z z 0 0 w co J J ? 0 DESCRIPTION a a Z > 0 4" To soil S1 7 18 Brown fine to medium sand, and silt, trace to little fine gravel, trace SM roots (moist)(loose) S2 21 11 - grading (medium dense) @ 2-1/2' Gray-brown, micaceous fine to medium sand, and clayey silt, trace to little fine to coarse gravel, with occasional lenses/layers of ` 5 S3 57 decomposed micaceous rock fragments (moist)(very dense) - drilling behavior below 9 feet suggests presence of cobbles and/or boulders 10 S4 145 SM - no recovery 10'-12' 15 - grading gray S5 106 Bottom of Boring @ 17' * Water Level Not Encountered 20 25 NOTES FOR COLUMNS: SOIL DESCRIPTION MODIFIERS 1 SAMPLE AT AVERAGE SAMPLING DEPTH TRACE 0-10% 2. INDICATES THE NUMBER OF BLOWS TO ADVANCE LITTLE 10-20 A 2'OD SAMPLER A DISTANCE OF 12 INCHES USING A SOME 20-35% 140 POUND WEIGHT FALLING 30 INCHES AND OVER 35 ' Sheet: 1 of 1 PLATE: M MELICK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers and Environmental Consultants Village of Rye Brook Firehouse SECTION 01310-PROJECT MANAGEMENT AND COORDINATION PART I -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including,but not limited to,the following: 1. General project coordination procedures. 2. Conservation. 3. Coordination Drawings. 4. Administrative and supervisory personnel. 5. Project meetings. B. Each contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor. C. Related Sections: The following Sections contain requirements that relate to this Section: I. Division I Section "Summary of Multiple Contracts" for a description of the division of Work among separate contracts and responsibility for coordination activities not in this Section. 2. Division I Section "Construction Progress Documentation" for preparing and submitting the Contractor's Construction Schedule. 3. Division I Section "Closeout Procedures" for coordinating Contract closeout. 1.3 COORDINATION A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation,connection, and operation. B. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its operations with operations, included in different Sections, that depend on each other for proper installation,connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. PROJECT MANAGEMENT AND COORDINATION 01310- 1 Village of Rye Brook Firehouse 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service,and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. C. If necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices,reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to,the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. 1.4 SUBMITTALS A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities. 1. Indicate relationship of components shown on separate Shop Drawings. 2. Indicate required installation sequences. 3. Refer to Division 15 Sections and Division 16 Sections for specific Coordination Drawing requirements for mechanical and electrical installations. B. Staff Names: Within 15 days of starting construction operations, submit a list of principal staff assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. 1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. 1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL A. General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. PROJECT MANAGEMENT AND COORDINATION 01310 - 2 Village of Rye Brook Firehouse 1. Include special personnel required for coordination of operations with other contractors. 1.6 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect,within 3 days of the meeting. B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner, Construction Manager and Architect, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. I. Attendees: Authorized representatives of Owner, Construction Manager, Architect, and their consultants; Contractor and its superintendent;major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Phasing. C. Critical work sequencing. d. Designation of responsible personnel. e. Procedures for processing field decisions and Change Orders. f. Procedures for processing Applications for Payment. g. Distribution of the Contract Documents. h. Submittal procedures. i. Preparation of Record Documents. j. Use of the premises. k. Responsibility for temporary facilities and controls. 1. Parking availability. in. Office,work,and storage areas. n. Equipment deliveries and priorities. o. First aid. p. Security. q. Progress cleaning. r. Working hours. C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. PROJECT MANAGEMENT AND COORDINATION 01310- 3 Village of Rye Brook Firehouse 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect and Construction Manager of scheduled meeting dates. 2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration,including requirements for the following: a. Contract Documents. b. Options. C. Related Change Orders. d. Purchases. e. Deliveries. f. Submittals. g. Review of mockups. h. Possible conflicts. i. Compatibility problems. j. Time schedules. k. Weather limitations. 1. Manufacturer's written recommendations. M. Warranty requirements. n. Compatibility of materials. o. Acceptability of substrates. p. Temporary facilities and controls. q. Space and access limitations. r. Regulations of authorities having jurisdiction. S. Testing and inspecting requirements. t. Required performance results. U. Protection of construction and personnel. 3. Record significant conference discussions, agreements,and disagreements. 4. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Progress Meetings: Conduct progress meetings at regular intervals. Coordinate dates of meetings with preparation of payment requests. 1. Attendees: In addition to representatives of Owner, Construction Manager, and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to PROJECT MANAGEMENT AND COORDINATION 01310 -4 Village of Rye Brook Firehouse do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Work hours. 10) Hazards and risks. 11) Progress cleaning. 12) Quality and work standards. 13) Change Orders. 14) Documentation of information for payment requests. 3. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. E. Coordination Meetings: Conduct Project coordination meetings at regular intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences. 1. Attendees: In addition to representatives of Owner, Construction Manager, and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination,or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of the previous coordination meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Combined Contractor's Construction Schedule: Review progress since the last coordination meeting. Determine whether each contract is on time, ahead of schedule, or behind schedule, in relation to Combined Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Schedule Updating: Revise Combined Contractor's Construction Schedule after each coordination meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with report of each meeting. PROJECT MANAGEMENT AND COORDINATION 01310 - 5 Village of Rye Brook Firehouse C. Review present and future needs of each contractor present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Work hours. 10) Hazards and risks. 11) Progress cleaning. 12) Quality and work standards. 13) Change Orders. 3. Reporting: Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting. PART 2 -PRODUCTS(Not Used) PART 3 -EXECUTION(Not Used) END OF SECTION 01310 PROJECT MANAGEMENT AND COORDINATION 01310 - 6 Village of Rye Brook Firehouse SECTION 01330 -SUBMITTAL PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings,Product Data, Samples,and other miscellaneous submittals. B. Related Sections include the following: 1. Division 1 Section for submitting Applications for Payment. 2. Division 1 Section "Project Management and Coordination" for submitting Coordination Drawings. 3. Division 1 Section "Quality Requirements" for submitting test and inspection reports and Delegated-Design Submittals and for erecting mockups. 4. Division I Section "Closeout Procedures" for submitting warranties Project Record Documents and operation and maintenance manuals. 5. Division 1 Section"Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 6. Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Architect's and Construction Manager's responsive action. B. Informational Submittals: Written information that does not require Architect's and Construction Manager's approval. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Architect for Contractor's use in preparing submittals. 6 total copies of each submittal will be required, (1)reproducible and(5)copies. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. SUBMITTAL PROCEDURES 01330 - 1 Village of Rye Brook Firehouse 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals,and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. 1. Initial Review: Allow 8 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Concurrent Review: Where concurrent review of submittals by Architect's consultants, Owner,or other parties is required,allow 15 days for initial review of each submittal. 3. If intermediate submittal is necessary,process it in same manner as initial submittal. 4. Allow 8 days for processing each resubmittal. 5. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. D. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Include the following information on label for processing and recording action taken: a. Project name. b. Date. C. Name and address of Contractor. d. Name and address of subcontractor. e. Name and address of supplier. f. Name of manufacturer. g. Unique identifier, including revision number. h. Drawing number and detail references,as appropriate. E. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. F. Additional Copies: Unless additional copies are required for final submittal, and unless Architect or Construction Manager observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal. G. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect and Construction Manager will discard submittals received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect and SUBMITTAL PROCEDURES 01330-2 Village of Rye Brook Firehouse Construction Manager on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators,installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. I. Use for Construction: Use only final submittals with mark indicating action taken by Architect and Construction Manager in connection with construction. PART2 -PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. PART 3 -EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect and Construction Manager. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT'S AND CONSTRUCTION MANAGER'S ACTION A. General: Architect and Construction Manager will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect and Construction Manager will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect and Construction Manager will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken,as follows: C. Submittals not required by the Contract Documents will not be reviewed. END OF SECTION 01330 SUBMITTAL PROCEDURES 01330 -3 Village of Rye Brook Firehouse SECTION 01400-QUALITY REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality-control services required by Architect, Owner, Construction Manager, or authorities having jurisdiction are not limited by provisions of this Section. C. Related Sections include the following: 1. Division 1 Section "Allowances" for testing and inspecting allowances. 2. Division 1 Section "Construction Progress Documentation" for developing a schedule of required tests and inspections. 3. Division 1 Section "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting activities. 4. Divisions 2 through 16 Sections for specific test and inspection requirements. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Architect or Construction Manager. QUALITY REQUIREMENTS 01400 - 1 Village of Rye Brook Firehouse C. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. 1.4 REGULATORY REQUIREMENTS A. Copies of Regulations: Obtain copies of the following regulations and retain at Project site to be available for reference by parties who have a reasonable need: 1.5 SUBMITTALS A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. B. Schedule of Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section number and title. 2. Description of test and inspection. 3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. 7. Entity responsible for performing tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality-control service. C. Reports: Prepare and submit certified written reports that include the following: I. Date of issue. 2. Project title and number. 3. Name,address,and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Ambient conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. QUALITY REQUIREMENTS 01400 -2 Village of Rye Brook Firehouse 1.6 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. B. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material,design,and extent to those indicated for this Project. C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is-located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material,design,and extent. F. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed. G. Preconstruction Testing: Testing agency shall perform preconstruction testing for compliance with specified requirements for performance and test methods. 1. Contractor responsibilities include the following: a. Provide test specimens and assemblies representative of proposed materials and construction. Provide sizes and configurations of assemblies to adequately demonstrate capability of product to comply with performance requirements. b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. C. Fabricate and install test assemblies using installers who will perform the same tasks for Project. d. When testing is complete,remove assemblies; do not reuse materials on Project. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Architect , through Construction Manager,with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. QUALITY REQUIREMENTS 01400 - 3 Village of Rye Brook Firehouse 1.7 QUALITY CONTROL A. Owner Responsibilities: Where quality-control services are needed, Owner will engage a qualified testing agency to perform these services. B. Special Tests and Inspections: Owner will engage a testing agency to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner. 1. Testing agency will notify Architect, Construction Manager, and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services. 2. Testing agency will submit a certified written report of each test, inspection, and similar quality-control service to Architect,with a copy to the Construction Manager, Contractor and to authorities having jurisdiction. 3. Testing agency will submit a final report of special tests and inspections at Substantial Completion,which includes a list of unresolved deficiencies. 4. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. 5. Testing agency will retest and reinspect corrected work. C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing. D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents. E. Testing Agency Responsibilities: Cooperate with Architect, Construction Manager, and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect, Construction Manager, and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 5. Do not perform any duties of Contractor. F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. QUALITY REQUIREMENTS 01400 -4 Village of Rye Brook Firehouse 4. Facilities for storage and field-curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment.at Project site. G. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests,inspections,obtaining samples, and similar activities. H. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality- control services required by the Contract Documents. Submit schedule within 7 days of date established for commencement of the Work. 1. Distribution: Distribute schedule to Owner, Architect, Construction Manager, testing agencies,and each party involved in performance of portions of the Work where tests and inspections are required. PART 2-PRODUCTS (Not Used) PART 3 -EXECUTION 3.1 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching. 2. Comply with the Contract Document requirements for Division 1 Section "Cutting and Patching." B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 01400 QUALITY REQUIREMENTS 01400 - 5 Village of Rye Brook Firehouse SECTION 01500-TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities,and security and protection facilities. B. Temporary utilities include,but are not limited to,the following: I. Water service and distribution: (Plumbing Contract). 2. Sanitary facilities, including toilets, wash facilities, and drinking-water facilities: (General Construction Contract). 3. Heating and cooling facilities: (General Construction Contract). 4. Ventilation: (General Construction Contract). 5. Electric power service(Electrical Contract). 6. Lighting(Electrical Contract). 7. Telephone service(For Field Office)(General Construction Contract). C. Support facilities include,but are not limited to,the following: 1. Temporary roads(Site Contract). 2. Dewatering facilities and drains(Site Contract). 3. Project identification and temporary signs(General Construction Contract). 4. Waste disposal facilities(General Construction Contract). 5. Field offices(General Construction Contract). 6. Temporary stairs(General Construction Contract). D. Security and protection facilities include,but are not limited to,the following: 1. Environmental protection(Site Contract). 2. Stormwater control (Site Contract). 3. Tree and plant protection(Site Contract). 4. Site enclosure fence(Site Contract). 5. Security enclosure and lockup(Site Contract). 6. Temporary partitions(General Construction Contract). 7. Fire protection(General Construction Contract). E. Related Sections include the following: I. Division I Section "Summary of Multiple Contracts" for division of responsibilities for temporary facilities and controls. TEMPORARY FACILITIES AND CONTROLS 01500 - 1 Village of Rye Brook Firehouse 1.3 DEFINITIONS A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all openings are closed with permanent construction or substantial temporary closures. 1.4 USE CHARGES A. Water Service: Use water from street with metering. Owner will be responsible for use charges. B. Electric Power Service: Use electric power from street with metering. Owner will be responsible for use charges. 1.5 PROJECT CONDITIONS A. Temporary Utilities: At earliest feasible time,when acceptable to Owner, change over from use of temporary service to use of permanent service. I. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. B. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties engaged in the Work: 1. Keep temporary services and facilities clean and neat. 2. Relocate temporary services and facilities as required by progress of the Work. PART 2-PRODUCTS 2.1 MATERIALS A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Architect. Provide materials suitable for use intended. B. Portable Chain-Link Fencing: Minimum 2-inch (50-mm-) 9-gage, galvanized steel, chain-link fabric fencing; minimum 6 feet(1.8 m) high with galvanized steel pipe posts; minimum 2-3/8- inch- (60-mm-) OD line posts and 2-7/8-inch- (73-mm-) OD corner and pull posts, with 1-5i8- inch- (42-mm-)OD top and bottom rails. Provide concrete bases for supporting posts. C. Lumber and Plywood: Comply with requirements in Division 6 Section "Rough Carpentry". D. Paint: Comply with requirements in Division 9 Section "Painting." E. Tarpaulins: Fire-resistive labeled with flame-spread rating of 15 or less. TEMPORARY FACILITIES AND CONTROLS 01500-2 Village of Rye Brook Firehouse F. Water: Potable. 2.2 EQUIPMENT A. General: Provide equipment suitable for use intended. B. Field Offices: Prefabricated and Mobile units with lockable entrances, operable windows, and serviceable finishes;heated and air conditioned; on foundations adequate for normal loading. C. Fire Extinguishers: Hand carried,portable, UL rated. Provide class and extinguishing agent as indicated or a combination of extinguishers of NFPA-recommended classes for exposures. 1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure. D. Self-Contained Toilet Units: Single-occupant units of chemical, aerated recirculation, or combustion type; vented; fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material. E. Drinking-Water Fixtures: Drinking-water fountains. 1. Where power is accessible, provide electric water coolers to maintain dispensed water temperature at 45 to 55 deg F(7.2 to 12.7 deg C). F. Heating Equipment: Unless Owner authorizes use of permanent heating system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Heating Units: Listed and labeled, by a testing agency acceptable to authorities having jurisdiction,and marked for intended use for type of fuel being consumed. G. Electrical Outlets: Properly configured,NEMA-polarized outlets to prevent insertion of 110-to 120-V plugs into higher-voltage outlets; equipped with ground-fault circuit interrupters, reset button,and pilot light. H. Power Distribution System Circuits: Where permitted and overhead and exposed for surveillance, wiring circuits, not exceeding 125-V ac,20-A rating, and lighting circuits may be nonmetallic sheathed cable. PART 3 -EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. TEMPORARY FACILITIES AND CONTROLS 01500-3 Village of Rye Brook Firehouse B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Engage appropriate local utility company to install temporary service or connect to existing service. Where utility company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with utility company recommendations. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary,to make connections for temporary services. 2. Provide adequate capacity at each stage of construction. Before temporary utility is available,provide trucked-in services. 3. Obtain easements to bring temporary utilities to Project site where Owner's easements cannot be used for that purpose. B. Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds, and similar facilities. If neither sewers nor drainage facilities can be lawfully used for discharge of effluent, provide containers to remove and dispose of effluent off-site in a lawful manner. C. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction until permanent water service is in use. Sterilize temporary water piping before use. D. Water Service: Use of Owner's existing water service facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion,restore these facilities to condition existing before initial use. 1. Provide rubber hoses as necessary to serve Project site. E. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities. 1. Disposable Supplies: Provide toilet tissue, paper towels, paper cups, and similar disposable materials for each facility. Maintain adequate supply. Provide covered waste containers for disposal of used material. F. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment from that specified that will not have a harmful effect on completed installations or elements being installed. G. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity. Select equipment from that specified that will not have a TEMPORARY FACILITIES AND CONTROLS 01500-4 Village of Rye Brook Firehouse harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce ambient condition required and minimize energy consumption. H. Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capacity, and power characteristics during construction period. Include meters, transformers, overload-protected disconnecting means, automatic ground-fault interrupters,and main distribution switchgear. 1. Install electric power service underground,unless overhead service must be used. 2. Install power distribution wiring overhead and rise vertically where least exposed to damage. 3. Connect temporary service to Owner's existing power source, as directed by electric company officials. I. Electric Power Service: Use of Owner's existing electric power service will be permitted, as long as equipment is maintained in a condition acceptable to Owner. J. Electric Distribution: Provide receptacle outlets adequate for connection of power tools and equipment. 1. Provide waterproof connectors to connect separate lengths of electrical power cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length-voltage ratio. 2. Provide warning signs at power outlets other than 110 to 120 V. 3. Provide metal conduit, tubing, or metallic cable for wiring exposed to possible damage. Provide rigid steel conduits for wiring exposed on grades, floors, decks, or other traffic areas. 4. Provide metal conduit enclosures or boxes for wiring devices. 5. Provide 4-gang outlets, spaced so 100-foot(30-m) extension cord can reach each area for power hand tools and task lighting. Provide a separate 125-V ac, 20-A circuit for each outlet. K. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations and traffic conditions. 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. 2. Provide one 100-W incandescent lamp per 500 sq. ft. (45 sq. m), uniformly distributed, for general lighting,or equivalent illumination. 3. Provide one 100-W incandescent lamp every 50 feet(15 m)in traffic areas. 4. Provide one 100-W incandescent lamp per story in stairways and ladder runs, located to illuminate each landing and flight. 5. Install exterior-yard site lighting that will provide adequate illumination for construction operations,traffic conditions,and signage visibility when the Work is being performed. 6. Install lighting for Project identification sign. L. Telephone Service: Provide temporary telephone service throughout construction period for each field office. TEMPORARY FACILITIES AND CONTROLS 01500 - 5 Village of Rye Brook Firehouse 3.3 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Locate field offices, storage sheds, sanitary facilities, and other temporary construction and support facilities for easy access. 2. Provide incombustible construction for offices, shops, and sheds located within construction area or within 30 feet(9 m)of building lines. Comply with NFPA 241. 3. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities,under conditions acceptable to Owner. B. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate to support loads and to withstand exposure to traffic during construction period. Locate temporary roads and paved areas in same location as permanent roads and paved areas. Extend temporary roads and paved areas, within construction limits indicated, as necessary for construction operations. 1. Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas. 2. Prepare subgrade and install subbase and base for temporary roads and paved areas according to Division 2 Section"Earthwork." 3. Recondition base after temporary use, including removing contaminated material, regrading,proofrolling,compacting,and testing. 4. Delay installation of final course of permanent hot-mix asphalt pavement until immediately before Substantial Completion. Repair hot-mix asphalt base-course pavement before installation of final course according to Division 2 Section "Hot-Mix Asphalt Paving." C. Traffic Controls: Provide temporary traffic controls at junction of temporary roads with public roads. Include warning signs for public traffic and "STOP" signs for entrance onto public roads. Comply with requirements of authorities having jurisdiction. D. Dewatering Facilities and Drains: Comply with requirements in applicable Division 2 Sections for temporary drainage and dewatering facilities and operations not directly associated with construction activities included in individual Sections. Where feasible, use same facilities. Maintain Project site,excavations, and construction free of water. 1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining property nor endanger permanent Work or temporary facilities. 2. Before connection and operation of permanent drainage piping system, provide temporary drainage where roofing or similar waterproof deck construction is completed. 3. Remove snow and ice as required to minimize accumulations. E. Project Identification and Temporary Signs: Prepare Project identification and other signs in sizes indicated. Install signs where indicated to inform public and persons seeking entrance to Project. Do not permit installation of unauthorized signs. 1. Engage an experienced sign painter to apply graphics for Project identification signs. Comply with details indicated. TEMPORARY FACILITIES AND CONTROLS 01500 - 6 Village of Rye Brook Firehouse 2. Prepare temporary signs to provide directional information to construction personnel and visitors. 3. Project Identifications Sign: Erect a 4' x 8' x 3/4"plywood sign. Frame with 2 x 4 center cross bracing, and two 4 x 4 x 12' long posts in 12" diameter by 4' deep concrete piers. Mount sign to framing with four 3/8" diameter lug bolts and washers on each side of the sign. Wording and layout to be provided by Architect. F. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. 1. If required by authorities having jurisdiction,provide separate containers,clearly labeled, for each type of waste material to be deposited. 2. Each individual trade is responsible for discarding own debris into the waste-collection containers provided under the General Construction Contract. G. Field Offices: General Contractors to provide an insulated, weathertight, air-conditioned field office of sufficient size to accommodate required office personnel and meetings of 12 persons at project site. Keep office clean and orderly. 1. Furnish and equip office as follows: a. Desk and four chairs, four-drawer file cabinet, a plan table, a plan rack,bookcases, telephone, fax and answering machine. b. General Contractor to arrange for all utility connections to Construction Manager's trailer including telephone,fax and computer line. C. Provide a room of not less than 240 sq. ft. for project meetings. Furnish room with conference table, 12 folding chairs,and 4-foot-square tack board. d. Provide resilient floor covering and painted gypsum wallboard walls and acoustical ceiling. Provide operable windows with adjacent blinds and insect screens. e. Provide an electric heater with thermostat capable of maintaining a uniform indoor temperature of 68 deg. F. Provide an air-conditioning unit capable of maintaining an indoor temperature of 72 deg. F. 2. Each separate contractor may provide a temporary filed office for his own use, if desired, and pay for all associate utility usage costs. 3. General Contractor to arrange for all utility connections to Construction Manager's trailer. Owner to pay all associated utility charges. H. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate. Cover finished, permanent stairs with protective covering of plywood or similar material so finishes will be undamaged at time of acceptance. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Avoid using tools and equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near Project site. TEMPORARY FACILITIES AND CONTROLS 01500 - 7 Village of Rye Brook Firehouse B. Stormwater Control: Provide earthen embankments and similar barriers in and around excavations and subgrade construction, sufficient to prevent flooding by runoff of stormwater from heavy rains. C. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from construction damage. Protect tree root systems from damage, flooding,and erosion. D. Tree and Plant Protection: Comply with requirements as indicated in drawings and specifications." E. Site Enclosure Fence: Before construction operations begin, install portable chain-link enclosure fence with lockable entrance gates. Locate where indicated, or enclose entire Project site or portion determined sufficient to accommodate construction operations. Install in a manner that will prevent people, dogs, and other animals from easily entering site except by entrance gates. 1. Set fence posts in in concrete bases. 2. Provide gates in sizes and at locations necessary to accommodate delivery vehicles and other construction operations. 3. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Provide Owner with one set of keys. F. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather,other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. 1. Where heating or cooling is needed and permanent enclosure is not complete, provide insulated temporary enclosures. Coordinate enclosure with ventilating and material drying or curing requirements to avoid dangerous conditions and effects. 2. Vertical Openings: Close openings of 25 sq. ft. (2.3 sq. m) or less with plywood or similar materials. 3. Horizontal Openings: Close openings in floor or roof decks and horizontal surfaces with load-bearing,wood-framed construction. 4. Install tarpaulins securely using fire-retardant-treated wood framing and other materials. 5. Where temporary wood or plywood enclosure exceeds 100 sq. it. (9.2 sq. m) in area,use fire-retardant-treated material for framing and main sheathing. G. Temporary Partitions: Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise. 1. Construct dustproof partitions of not less than nominal 4-inch (100-mm) studs, 5/8-inch (l 6-mm) gypsum wallboard with joints taped on occupied side, and 1/2-inch (13-mm) fire-retardant plywood on construction side. 2. Protect air-handling equipment. 3. Weatherstrip openings. H. Temporary Fire Protection: Until fire-protection needs are supplied by permanent facilities, install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241. TEMPORARY FACILITIES AND CONTROLS 01500 - 8 Village of Rye Brook Firehouse 1. Provide fire extinguishers, installed on walls on mounting brackets,visible and accessible from space being served,with sign mounted above. a. Field Offices: Class A stored-pressure water-type extinguishers. b. Other Locations: Class ABC dry-chemical extinguishers or a combination of extinguishers of NFPA-recommended classes for exposures. C. Locate fire extinguishers where convenient and effective for their intended purpose; provide not less than one extinguisher on each floor at or near each usable stairwell. 2. Store combustible materials in containers in fire-safe locations. 3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire- protection facilities, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas. 4. Develop and supervise an overall fire-prevention and first-aid fire-protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. 3.5 OPERATION,TERMINATION,AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse,limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage caused by freezing temperatures and similar elements. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. 2. Prevent water-filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. C. Operate Project-identification-sign lighting daily from dusk until 12:00 midnight. D. Temporary Facility Changeover: Except for using permanent fire protection as soon as available, do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. E. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces,and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Remove temporary paving not intended for or acceptable for integration into permanent paving. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials TEMPORARY FACILITIES AND CONTROLS 01500 - 9 Village of Rye Brook Firehouse contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. 3. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements in Division 1 Section "Closeout Procedures." END OF SECTION 01500 f�. TEMPORARY FACILITIES AND CONTROLS 01500- 10 Village of Rye Brook Firehouse SECTION 01600 - PRODUCT REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following administrative and procedural requirements: selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties;product substitutions; and comparable products. B. Related Sections include the following: 1. Division 1 Section "Allowances" for products selected under an allowance. 2. Division 1 Section "Alternates" for products selected under an alternate. 3. Division 1 Section "Closeout Procedures" for submitting warranties for contract closeout. 4. Divisions 2 through 16 Sections for specific requirements for warranties on products and installations specified to be warranted. 1.3 DEFINITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation, shown or listed in manufacturer's published product literature,that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance,and other characteristics that equal or exceed those of specified product. B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. C. Basis-of-Design Product Specification: Where a specific manufacturer's product is named and accompanied by the words "basis of design," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service PRODUCT REQUIREMENTS 01600 - 1 Village of Rye Brook Firehouse performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers. D. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. E. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner. 1.4 SUBMITTALS A. Product List: Submit a list, in tabular from, showing specified products. Include generic names of products required. Include manufacturer's name and proprietary product names for each product. 1. Coordinate product list with Contractor's Construction Schedule and the Submittals Schedule. 2. Form: Tabulate information for each product under the following column headings: a. Specification Section number and title. b. Generic name used in the Contract Documents. C. Proprietary name,model number,and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. f. Installer's name and address. g. Projected delivery date or time span of delivery period. h. Identification of items that require early submittal approval for scheduled delivery date. 3. Initial Submittal: Within 30 days after date of commencement of the Work, submit 3 copies of initial product list. Include a written explanation for omissions of data and for variations from Contract requirements. a. At Contractor's option, initial submittal may be limited to product selections and designations that must be established early in Contract period. 4. Completed List: Within 60 days after date of commencement of the Work, submit 3 copies of completed product list. Include a written explanation for omissions of data and for variations from Contract requirements. 5. Architect's Action: Architect will respond in writing to Contractor within 15 days of receipt of completed product list. Architect's response will include a list of unacceptable product selections and a brief explanation of reasons for this action. Architect's response, or lack of response, does not constitute a waiver of requirement that products comply with the Contract Documents. B. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. PRODUCT REQUIREMENTS 01600- 2 Village of Rye Brook Firehouse 1. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified material or product cannot be provided. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors,that will be necessary to accommodate proposed substitution. C. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples,where applicable or requested. f. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. h. Research/evaluation reports evidencing compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. i. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. j. Cost information, including a proposal of change, if any,in the Contract Sum. k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. 1. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one week of receipt of a request for substitution. Architect will notify Contractor through Construction Manager of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. a. Form of Acceptance: Change Order. b. Use product specified if Architect cannot make a decision on use of a proposed substitution within time allocated. C. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 1 Section"Submittal Procedures." Show compliance with requirements. PRODUCT REQUIREMENTS 01600-3 Village of Rye Brook Firehouse 1.5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected,even if previously selected products were also options. 1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors. 2. If a dispute arises between contractors over concurrently selectable but incompatible products,Architect will determine which products shall be used. 1.6 PRODUCT DELIVERY, STORAGE,AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration,and loss,including theft. Comply with manufacturer's written instructions. 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing,unpacking,protecting,and installing. 4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 5. Store products to allow for inspection and measurement of quantity or counting of units. 6. Store materials in a manner that will not endanger Project structure. 7. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground,with ventilation adequate to prevent condensation. 8. Comply with product manufacturer's written instructions for temperature, humidity, ventilation,and weather-protection requirements for storage. 9. Protect stored products from damage. B. Storage: Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. B. Special Warranties: Prepare a written document that contains appropriate terms and identification,ready for execution. Submit a draft for approval before final execution. 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. PRODUCT REQUIREMENTS 01600 -4 Village of Rye Brook Firehouse 2. Specified Form: Forms are included with the Specifications. Prepare a written document using appropriate form properly executed. 3. Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties. C. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures." PART 2 - PRODUCTS 2.1 PRODUCT OPTIONS A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged, and unless otherwise indicated,that are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is Architect's. 6. Descriptive, performance, and reference standard requirements in the Specifications establish"salient characteristics" of products. 7. Or Equal: Where products are specified by name and accompanied by the term "or equal" or "or approved equal" or "or approved," comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: Procedures for product selection include the following: 1 1. Product: Where Specification paragraphs or subparagraphs titled "Product" name a single product and manufacturer,provide the product named. a. Substitutions may be considered,unless otherwise indicated. 2. Manufacturer/Source: Where Specification paragraphs or subparagraphs titled "Manufacturer" or "Source" name single manufacturers or sources, provide a product by the manufacturer or from the source named that complies with requirements. 1 a. Substitutions may be considered,unless otherwise indicated. 1 3. Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. a. Substitutions may be considered,unless otherwise indicated. PRODUCT REQUIREMENTS 01600 -5 Village of Rye Brook Firehouse 4. Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. a. Substitutions may be considered,unless otherwise indicated. 5. Available Products: Where Specification paragraphs or subparagraphs titled "Available Products" introduce a list of names of both products and manufacturers, provide one of the products listed or another product that complies with requirements. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. 6. Available Manufacturers: Where Specification paragraphs or subparagraphs titled "Available Manufacturers" introduce a list of manufacturers'names,provide a product by one of the manufacturers listed or another manufacturer that complies with requirements. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. 7. Product Options: Where Specification paragraphs titled "Product Options" indicate that size,profiles, and dimensional requirements on Drawings are based on a specific product or system, provide either the specific product or system indicated or a comparable product or system by another manufacturer. Comply with provisions in "Product Substitutions" Article. 8. Basis-of-Design Products: Where Specification paragraphs or subparagraphs titled "Basis-of-Design Product[s]" are included and also introduce or refer to a list of manufacturers' names, provide either the specified product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. a. Substitutions may be considered,unless otherwise indicated. 9. Visual Matching Specification: Where Specifications require matching an established Sample, select a product (and manufacturer) that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches satisfactorily. ' a. If no product available within specified category matches satisfactorily and complies with other specified requirements, comply with provisions of the -- Contract Documents on"substitutions" for selection of a matching product. 10. Visual Selection Specification: Where Specifications include the phrase "as selected from manufacturer's colors, patterns, textures" or a similar phrase, select a product (and manufacturer)that complies with other specified requirements. a. Standard Range: Where Specifications include the phrase "standard range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, or texture from manufacturer's product line that does not include premium items. b. Full Range: Where Specifications include the phrase "full range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, or texture from manufacturer's product line that includes both standard and premium items. PRODUCT REQUIREMENTS 01600 - 6 Village of Rye Brook Firehouse 11. Allowances: Refer to individual Specification Sections and "Allowance" provisions in Division 1 for allowances that control product selection and for procedures required for processing such selections. 2.2 PRODUCT SUBSTITUTIONS A. Timing: Architect will consider requests for substitution if received within 60 days after commencement of the Work. Requests received after that time may be considered or rejected at discretion of Architect. B. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: 1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and _ similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted. 5. Requested substitution will not adversely affect Contractor's Construction Schedule. 6. Requested substitution has received necessary approvals of authorities having jurisdiction. 7. Requested substitution is compatible with other portions of the Work. 8. Requested substitution has been coordinated with other portions of the Work. 9. Requested substitution provides specified warranty. 10. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products,and is acceptable to all contractors involved. 2.3 COMPARABLE PRODUCTS A. Where products or manufacturers are specified by name, submit the following, in addition to other required submittals,to obtain approval of an unnamed product: 1. Evidence that the proposed product does not require extensive revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability,visual effect,and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples,if requested. PRODUCT REQUIREMENTS 01600 -7 Village of Rye Brook Firehouse PART 3 -EXECUTION(Not Used) END OF SECTION 01600 i PRODUCT REQUIREMENTS 01600 - 8 Village of Rye Brook Firehouse SECTION 01731 -CUTTING AND PATCHING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes procedural requirements for cutting and patching. B. Related Sections include the following: 1. Division 7 Section "Through-Penetration Firestop Systems" for patching fire-rated construction. 2. Divisions 2 through 16 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. a. Requirements in this Section apply to mechanical and electrical installations. -. Refer to Divisions 15 and 16 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations. C. Every Contractor will perform cutting and patching as necessary for the proper execution of their work and as specified herein. The contractor for General Construction shall be responsible for finishing all patching of all Contractors work in exposed areas. 1.3 DEFINITIONS 1 A. Cutting: Removal of existing construction necessary to permit installation or performance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1.4 SUBMITTALS A. Cutting and Patching Proposal: Submit a proposal describing procedures at least 10 days before the time cutting and patching will be performed, requesting approval to proceed. Include the following information: 1. Extent: Describe cutting and patching, show how they will be performed, and indicate why they cannot be avoided. 2. Changes to Existing Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building's appearance and other significant visual elements. CUTTING AND PATCHING 01731 - 1 Village of Rye Brook Firehouse 3. Products: List products to be used and firms or entities that will perform the Work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out of service. Indicate how long service will be disrupted. 6. Structural Elements: Where cutting and patching involve adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with original structure. 7. Construction Manager's Approval: Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later require removal and replacement of unsatisfactory work. 1.5 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. 1. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements: ' a. Foundation construction. b. Bearing and retaining walls. C. Structural concrete. d. Lintels. e. Window Wall Systems. f. Structural decking. g. Miscellaneous structural metals. h. Exterior masonry wall construction. i. Equipment supports. j. Piping,ductwork,vessels and equipment. - k. Roof systems. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. C. Miscellaneous Elements: Do not cut and patch the following elements or related components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 1. Water,moisture, or vapor barriers. 2. Membranes and flashings. 3. Equipment supports. 4. Piping,ductwork,vessels,and equipment. D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. CUTTING AND PATCHING 01731 -2 j Village of Rye Brook Firehouse E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 1.6 WARRANTY A. Existing Warranties: Remove,replace,patch, and repair materials and surfaces cut or damaged during cutting and patching operations,by methods and with materials so as not to void existing warranties. PART 2 -PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections of these Specifications. B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used,use materials that,when installed, will match the visual and functional performance of existing materials. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. CUTTING AND PATCHING 01731 - 3 Village of Rye Brook Firehouse D. Existing Services: Where existing services are required to be removed, relocated, or abandoned, bypass such services before cutting to avoid interruption of services to occupied areas. 3.3 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time,and complete without delay. I. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Cutting: Cut existing construction by sawing, drilling,breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover + openings when not in use. 2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. C. Patching: Patch construction by filling,repairing,refinishing,closing up,and similar operations ' following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color,texture,and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. CUTTING AND PATCHING 01731 -4 Village of Rye Brook Firehouse a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an even-plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. END OF SECTION 01731 CUTTING AND PATCHING 01731 - 5 Village of Rye Brook Firehouse SECTION 01 770-CLOSEOUT PROCEDURES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including,but not limited to,the following: l. Project Record Documents. 2. Operation and maintenance manuals. 3. Instruction of Owner's personnel. 4. Final cleaning. B. Related Sections include the following: I. Division I Section "Construction Progress Documentation" for submitting Final Completion construction photographs and negatives. 2. Division 1 Section "Project Record Documents" for submitting Record Drawings,Record Specifications, and Record Product Data. 3. Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 4. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for products of those Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion,complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. �. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications,and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents,operation and maintenance manuals. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. CLOSEOUT PROCEDURES 01770 - 1 Village of Rye Brook Firehouse 8. Complete startup testing of systems. 9. Submit test/adjust/balance records. 10. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 11. Advise Owner of changeover in heat and other utilities. 12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 13. Complete final cleaning requirements, including touchup painting. 14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect [and Construction Manager] will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion,complete the following: - I. Submit a final Application for Payment according to Division I Section "Payment Procedures." 2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit pest-control final inspection report and warranty. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect and Construction Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. CLOSEOUT PROCEDURES 01770-2 Village of Rye Brook Firehouse 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit 3 copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor. 2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors,equipment, and building systems. 3. Include the following information at the top of each page: a. Project name. b. Date. C. Name of Architect and Construction Manager. d. Name of Contractor. e. Page number. 1.6 PROJECT RECORD DOCUMENTS A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect's and Construction Manager's reference during normal working hours. B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and Shop Drawings. 1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. d. Mark Contract Drawings or Shop Drawings,whichever is most capable of showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Drawings. 2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 3. Mark important additional information that was either shown schematically or omitted from original Drawings. 4. Note Construction Change Directive numbers, Change Order numbers, alternate numbers,and similar identification where applicable. 5. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets. CLOSEOUT PROCEDURES 01770- 3 Village of Rye Brook Firehouse C. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications,addenda,and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished,including substitutions and product options selected. 3. Note related Change Orders,Record Drawings[,and Product Data],where applicable. D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders, Record Drawings[, and Record Specifications], where applicable. E. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. 1.7 OPERATION AND MAINTENANCE MANUALS A. Assemble 3 complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections and as follows: 1. Operation Data: a. Emergency instructions and procedures. b. System,subsystem, and equipment descriptions, including operating standards. C. Operating procedures, including startup, shutdown, seasonal, and weekend operations. d. Description of controls and sequence of operations. e. Piping diagrams. 2. Maintenance Data: a. Manufacturer's information, including list of spare parts. b. Name,address,and telephone number of Installer or supplier. C. Maintenance procedures. d. Maintenance and service schedules for preventive and routine maintenance. e. Maintenance record forms. f. Sources of spare parts and maintenance materials. g. Copies of maintenance service agreements. CLOSEOUT PROCEDURES 01770-4 Village of Rye Brook Firehouse h. Copies of warranties and bonds. B. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index data in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION AND MAINTENANCE MANUAL,"Project name,and subject matter of contents. 1.8 WARRANTIES A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-I 1-inch (115-by-280-mm)paper. 2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. D. Provide additional copies of each warranty to include in operation and maintenance manuals. PART2-PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 -EXECUTION 3.1 DEMONSTRATION AND TRAINING A. Instruction: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. CLOSEOUT PROCEDURES 01770-5 Village of Rye Brook Firehouse 1. Provide instructors experienced in operation and maintenance procedures. 2. Provide instruction at mutually agreed-on times. For equipment that requires seasonal operation,provide similar instruction at the start of each season. 3. Schedule training with Owner, through Construction Manager, with at least seven days' advance notice. 4. Coordinate instructors, including providing notification of dates, times, length of - instruction,and course content. 3.2 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas,of rubbish,waste material,litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Rake grounds that are neither planted nor paved to a smooth, even-textured - surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove snow and ice to provide safe access to building. f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. g. Remove debris and surface dust from limited access spaces, including roofs, plenums,shafts,trenches,equipment vaults,manholes,attics,and similar spaces. " h. Sweep concrete floors broom clean in unoccupied spaces. i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain. j. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass,taking care not to scratch surfaces. k. Remove labels that are not permanent. 1. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. CLOSEOUT PROCEDURES 01770 - 6 Village of Rye Brook Firehouse 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. in. Wipe surfaces of mechanical and electrical equipment, [elevator equipment,] and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. n. Replace parts subject to unusual operating conditions. o. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. p. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers,registers,and grills. q. Clean ducts, blowers, and coils if units were operated without filters during construction. r. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned-out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. S. Leave Project clean and ready for occupancy. C. Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid Project of rodents,insects,and other pests. Prepare a report. D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 CLOSEOUT PROCEDURES 01770- 7 Village of Rye Brook Firehouse SECTION 01781 -PROJECT RECORD DOCUMENTS PART I -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. B. Related Sections include the following: 1. Division 1 Section "Summary of Multiple Contracts" for coordinating Project Record Documents covering the Work of multiple contracts. 2. Division 1 Section "Closeout Procedures" for general closeout procedures and maintenance manual requirements. 3. Division I Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 4. Divisions 2 through 16 Sections for specific requirements for Project Record Documents of products in those Sections. 1.3 SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit 4 sets of marked-up Record Prints. B. Record Product Data: Submit 4 copies of each Product Data submittal. 1. Where Record Product Data is required as part of operation and maintenance manuals, submit marked-up Product Data as an insert in the manual instead of submittal as Record Product Data. PROJECT RECORD DOCUMENTS 01781 - 1 Village of Rye Brook Firehouse PART 2 -PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of blue- or black-line white prints of the Contract Drawings and Shop Drawings. 1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Content: Types of items requiring marking include,but are not limited to,the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. C. Depths of foundations below first floor. d. Locations and depths of underground utilities. e. Revisions to routing of piping and conduits. f. Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed internal utilities. j. Changes made by Change Order or Construction Change Directive. k. Changes made following Architect's written orders. 1. Details not on the original Contract Drawings. in. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings. 4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers,and similar identification,where applicable. B. Record Transparencies: Immediately before inspection for Certificate of Substantial Completion, review marked-up Record Prints with Architect and Construction Manager. When authorized, prepare a full set of corrected transparencies of the Contract Drawings and Shop Drawings. PROJECT RECORD DOCUMENTS 01781 -2 Village of Rye Brook Firehouse 1. Incorporate changes and additional information previously marked on Record Prints. Erase,redraw,and add details and notations where applicable. 2. Refer instances of uncertainty to Architect through Construction Manager for resolution. 3. Owner will furnish Contractor one set of transparencies of the Contract Drawings for use in recording information. 4. Print the Contract Drawings and Shop Drawings for use as Record Transparencies. Architect will make the Contract Drawings available to Contractor's print shop. C. Newly Prepared Record Drawings: Prepare new Drawings instead of preparing Record Drawings where Architect determines that neither the original Contract Drawings nor Shop Drawings are suitable to show actual installation. 1. New Drawings may be required when a Change Order is issued as a result of accepting an alternate,substitution,or other modification. 2. Consult with Architect and Construction Manager for proper scale and scope of detailing and notations required to record the actual physical installation and its relation to other construction. Integrate newly prepared Record Drawings into Record Drawing sets; comply with procedures for formatting,organizing, copying,binding,and submitting. D. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. 1. Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Record Transparencies: Organize into unbound sets matching Record Prints. Place transparencies in durable tube-type drawing containers with end caps. Mark end cap of each container with identification. If container does not include a complete set, identify Drawings included. 3. Identification: As follows: a. Project name. b. Date. C. Designation"PROJECT RECORD DRAWINGS." d. Name of Architect and Construction Manager. e. Name of Contractor. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation vanes from that indicated in Specifications,addenda,and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished,including substitutions and product options selected. 3. Record the name of the manufacturer, supplier, Installer, and other information necessary to provide a record of selections made. 4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data. PROJECT RECORD DOCUMENTS 01781 - 3 Village of Rye Brook Firehouse 5. Note related Change Orders,Record Drawings, and Product Data where applicable. 2.3 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders,Record Drawings, and Product Data where applicable. 2.4 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each,ready for continued use and reference. PART 3 -EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's and Construction Manager's reference during normal working hours. END OF SECTION 01781 PROJECT RECORD DOCUMENTS 01781 -4 Village of Rye Brook Firehouse SECTION 01782 -OPERATION AND MAINTENANCE DATA PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for preparing operation and maintenance manuals,including the following: 1. Operation and maintenance documentation directory. 2. Emergency manuals. 3. Operation manuals for systems, subsystems, and equipment. 4. Maintenance manuals for the care and maintenance of products, materials, and finishes and systems and equipment. B. Related Sections include the following: 1. Division I Section "Summary of Multiple Contracts" for coordinating operation and maintenance manuals covering the Work of multiple contracts. 2. Division I Section "Submittal Procedures" for submitting copies of submittals for operation and maintenance manuals. 3. Division I Section "Closeout Procedures" for submitting operation and maintenance manuals. 4. Division 1 Section "Project Record Documents" for preparing Record Drawings for operation and maintenance manuals. 5. Divisions 2 through 16 Sections for specific operation and maintenance manual requirements for products in those Sections. 1.3 DEFINITIONS A. System: An organized collection of parts, equipment, or subsystems united by regular interaction. B. Subsystem: A portion of a system with characteristics similar to a system. 1.4 SUBMITTALS A. Final Submittal: Submit 5 copies of each manual in final form at least 15 days before final inspection. Architect will return copy with comments within 10 days after final inspection. OPERATION AND MAINTENANCE DATA 01782 - 1 Village of Rye Brook Firehouse 1. Correct or modify each manual to comply with Architect's comments. Submit 4 copies of each corrected manual within 15 days of receipt of Architect's comments. 1.5 COORDINATION A. Where operation and maintenance documentation includes information on installations by more than one factory-authorized service representative, assemble and coordinate information furnished by representatives and prepare manuals. PART 2 -PRODUCTS 2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY A. Organization: Include a section in the directory for each of the following: l. List of documents. 2. List of systems. 3. List of equipment. 4. Table of contents. i B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information about each system. C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list. D. Tables of Contents: Include a table of contents for each emergency,operation,and maintenance manual. E. Identification: In the documentation directory and in each operation and maintenance manual, identify each system, subsystem, and piece of equipment with the same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building Systems." 2.2 MANUALS,GENERAL A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. OPERATION AND MAINTENANCE DATA 01782 - 2 Village of Rye Brook Firehouse i 3. Name and address of Owner. 4. Date of submittal. 5. Name,address,and telephone number of Contractor. 6. Name and address of Architect. 7. Cross-reference to related systems in other operation and maintenance manuals. C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. 1. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment,and components of one system into a single binder. 1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-1i2-by-II-inch (115-by-280-mm) paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets. a. If two or more binders are necessary to accommodate data of a system, organize data in each binder into groupings by subsystem and related components. Cross- reference other binders if necessary to provide essential information for proper operation or maintenance of equipment or system. b. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple-volume sets. 2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual. 3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment. 4. Supplementary Text: Prepared on 8-1 2-by-I 1-inch (I15-by-280-mm), 20-lb/sq. ft. (75- g.sq.m)white bond paper. 5. Drawings: Attach reinforced,punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles,descriptions of contents, and drawing locations. OPERATION AND MAINTENANCE DATA 01782 - 3 Village of Rye Brook Firehouse 2.3 EMERGENCY MANUALS A. Content: Organize manual into a separate section for each of the following: 1. Type of emergency. 2. Emergency instructions. 3. Emergency procedures. B. Type of Emergency: Where applicable for each type of emergency indicated below, include instructions and procedures for each system, subsystem,piece of equipment,and component: 1. Fire. 2. Flood. 3. Gas leak. 4. Water leak. 5. Power failure. 6. Water outage. 7. System, subsystem,or equipment failure. 8. Chemical release or spill. C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, and similar codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer, supplier, and manufacturer to maintain warranties. D. Emergency Procedures: Include the following,as applicable: 1. Instructions on stopping. 2. Shutdown instructions for each type of emergency. _ 3. Operating instructions for conditions outside normal operating limits. 4. Required sequences for electric or electronic systems. 5. Special operating instructions and procedures. 2.4 OPERATION MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem,and equipment descriptions. 2. Performance and design criteria if Contractor is delegated design responsibility. 3. Operating standards. 4. Operating procedures. 5. Operating logs. 6. Wiring diagrams. 7. Control diagrams. 8. Piped system diagrams. 9. Precautions against improper use. 10. License requirements including inspection and renewal dates. B. Descriptions: Include the following: OPERATION AND MAINTENANCE DATA 01782 -4 Village of Rye Brook Firehouse 1. Product name and model number. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts. C. Operating Procedures: Include the following,as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures. D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. E. Piped Systems: Diagram piping as installed, and identify color-coding where required for identification. 2.5 PRODUCT MAINTENANCE MANUAL A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources,and warranties and bonds,as described below. B. Source Information: List each product included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Product Information: Include the following,as applicable: 1. Product name and model number. 2. Manufacturer's name. 3. Color,pattern,and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 1. Inspection procedures. OPERATION AND MAINTENANCE DATA 01782 - 5 Village of Rye Brook Firehouse 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. 2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts,and warranty and bond information,as described below. B. Source Information: List each system, subsystem, and piece of equipment included in the manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent,and cross-reference Specification Section number and title in Project Manual. C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment: 1. Standard printed maintenance instructions and bulletins. 2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal,replacement,and assembly. 3. Identification and nomenclature of parts and components. 4. List of items recommended to be stocked as spare parts. D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures: 1. Test and inspection instructions. 2. Troubleshooting guide. 3. Precautions against improper maintenance. 4. Disassembly;component removal,repair,and replacement; and reassembly instructions. 5. Aligning,adjusting,and checking instructions. 6. Demonstration and training videotape, if available. E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly,semiannual,and annual frequencies. OPERATION AND MAINTENANCE DATA 01782 - 6 Village of Rye Brook Firehouse 2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance. F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation. and local sources of maintenance materials and related services. G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. PART 3 -EXECUTION 3.1 MANUAL PREPARATION A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency,operation, and maintenance manuals. B. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by emergency personnel and by Owner's operating personnel for types of emergencies indicated. C. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product,material, and finish incorporated into the Work. D. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. I. Engage a factory-authorized service representative to assemble and prepare information for each system, subsystem,and piece of equipment not part of a system. 2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel. E. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. 1. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems. F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and OPERATION AND MAINTENANCE DATA 01782 -7 Village of Rye Brook Firehouse flow diagrams. Coordinate these drawings with information contained in Record Drawings to ensure correct illustration of completed installation. 1. Do not use original Project Record Documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared Record Drawings in Division 1 Section "Project Record Documents." G. Comply with Division I Section "Closeout Procedures" for the schedule for submitting operation and maintenance documentation. END OF SECTION 01782 OPERATION AND MAINTENANCE DATA 01782 - 8 ITEM 2M -MISCELLANEOUS EARTH EXCAVATION 2M.1. WORK INCLUDED: A. Under this item the Contractor shall do all excavation not specifically included in other items and necessary for the completion of the work including test pits, extra width of trench, extra depth of trench, or other miscellaneous excavation,but only where such excavation is done at the direction of the Engineer. 2M.2. METHOD: A. Such excavation shall be made and be subject to the same conditions and requirements as specified under the trench excavation paragraph of the appropriate item of construction in these specifications. Hand excavation shall be employed wherever, in the opinion of the Engineer, it is necessary for the protection of existing utilities, trees, pavements or other structures, at no additional cost. B. When test pits are directed to be excavated within the trench lines and ordered to be backfilled before the pipe is laid or structure is placed, such excavation will be included for payment under this item. If the test pit is dug and is used in the normal procedure of the work for installation of pipes or structure before final backfilling there shall be no payment under this item. Test pits may be dug by the Contractor, without being directed to do so along the lines of the trenches, in advance of the regular excavation, for the purpose of satisfying himself as to the location of underground obstructions or conditions, at the Contractor's own expense. C. Miscellaneous Excavation shall consist of any excavation and disposal of all materials in or outside the payment limits or scope of work of other items being bid under this contract including excavation and replacement of unsuitable materials with clean fill as ordered by the engineer. Such excavation shall only be made under the specific direction of the Engineer. 2M.3. MEASUREMENT AND PAYMENT: A. Payment will only be made under this item when additional excavation is made at the specific direction of the Engineer. B. The quantity of earth to be paid for under this item shall be the cubic yards of earth excavated in accordance with orders, within the payment limit lines set forth below. C. Measurement of test pits shall be the size and depth directed by the Engineer. When, during the progress of the work, the trench lines are relocated at the direction of the Engineer, without abandoning any trench already excavated, the 2M-1 revised trench lines will constitute the trench payment lines referred to herein, and no additional payment will be made under this item. If,however, the relocation of the trench lines results in the abandoning of trench already excavated, such excavation within the abandoned trench payment lines and outside of the relocated v trench payment lines will be included for payment under this item. D. Payment for this item will be made only for excavation made outside the following limits and only as ordered by the Engineer: (a) Vertical planes twelve (12) inches outside any structure or pipe, or in the case of a combined trench,twelve(12) inches outside the exterior pipes. (b) A horizontal plane one foot below the pipe invert shown on the drawings; or when specific invert elevations are not shown, but a 4 foot minimum cover is stated, a horizontal plane seven (7) feet below original grade. No payment under this item will be made for any excavation within the above limits. E. The quantity to be paid shall be at the unit price bid per cubic yard. This price shall include the cost of furnishing all labor, materials and equipment necessary to complete all miscellaneous earth excavation as well as replacement of clean fill as directed by the Engineer. 2M-2 ITEM 5R-ROCK EXCAVATION (NO BLASTING) 5R.1. WORK INCLUDED: A. Under this item, the Contractor shall furnish all materials, labor and equipment necessary to make and maintain all excavation in rock, dispose of the rock and replace it with clean select material as required for backfill purposes, all as may be necessary for the proper execution of the work as outlined herein and as shown on the plans. No blasting will be allowed. 5R.2. DEFINITION: A. Rock excavation shall be all rock excavation required for the installation of pipes, foundations and structures below grade. B. Any material shall be considered rock excavation which in the opinion of the Engineer cannot be excavated except by drilling and hammering. No soft or disintegrated rock which can be removed with the Contractor's excavation equipment (backhoe, etc.), a pick, nor any material which can be broken down by sledge hammers, nor ledge or boulders less than one half(1/2) cubic yard in volume, nor loose, shaken or previously blasted rock, nor broken stone in rock filling or elsewhere, nor concrete pavement slabs 10 inches or less in thickness shall be classified as rock. C. In addition the following shall also be considered as "Rock Excavation" when removed from trenches: 1. Rock boulders one-half(1/2)cubic yard or larger. 2. Concrete or brick foundations over 1/2 cubic yard. D. When a question arises as to whether material encountered is to be considered rock, the inspector shall have the right to instruct the Contractor to make a vigorous effort to remove it with his excavation machinery. If in the Engineer's opinion it cannot reasonably be removed by the machine, the Contractor will then proceed as specified below. 5R.3. METHOD: A. No blasting shall be permitted. Rock is to be removed by drilling, wedging and hydraulic hammer. The rock shall be excavated to provide sufficient room for the proper construction of foundations and the installation of pipe. The limits shall be at least those outlined under the "Measurement" paragraph or those shown on a detail on the drawings. B. Unless otherwise directed, rock shall be fully taken out at least twenty-five (25) feet in advance of the laying of pipe. Rock shall be removed sufficiently at joints so they may be properly made. Rock shall be removed to a point six (6) inches below the 5R-1 bottom of the pipe. This six (6) inch space shall be filled with Size#1 crushed stone as indicated in Table 703-4 of the New York State Department of Transportation Standard Specifications, latest revision, and thoroughly tamped, the cost of which will be included in the unit price bid for this item. 5R.4. Rock Disposition: A. All excavated rock larger than 2 cubic feet shall be removed from the site under this item. Rock under 2 cubic feet may be placed back into the trench but shall be placed at least three feet away from pipes, footings or structures. 5R.5. MEASUREMENT: A. The surface of the ledge rock shall be stripped in sections satisfactory to the Engineer before the rock is excavated, so that proper measurements may be made before and after excavation. The Contractor shall be present to ascertain the measurements. The method of measurement and computation shall be by standard engineering procedures and determined by the Engineer. B. Rock excavation for structures, other than pipe, shall be computed to one foot outside the limits of the foundation of the structures and to the depth shown or ordered. No payment shall be made beyond the lines described. C. Trench rock excavation for pipe will be computed as having a width of two (2) feet greater than the outside diameter of the pipe, vertical sides, a flat bottom and depth from the surface of the rock to a plane six (6) inches below the bottom of the pipe. No payment will be made for additional width in pipe trenches at pipe joints nor beyond the lines described above. In trenches containing more than one pipe, payment limit lines will be as shown in a detail on the plans. 5R.6. PAYMENT: A. The quantity to be paid shall be at the unit price bid per cubic yard and shall include all labor, materials and equipment required to excavate and dispose of all rock within the payment lines as required. This shall also include all material required for backfilling due to rock removed from the site, and the placing of Size #2 stone as indicated in Table 703-4 of the latest New York State Dept. of Transportation Specifications at the bottom of the trench. 5R-2 ITEM 39 -CRUSHED STONE OR GRAVEL 39.1. WORK INCLUDED: A. Under this item the Contractor shall furnish and place crushed stone or gravel when and where called for by the Engineer. This item will in general cover the use of the material placed to correct unsuitable subgrade conditions in earth, but is not necessarily limited to this purpose. 39.2. MATERIALS: A. All materials shall conform to the New York State Department of Transportation Standard Specifications, latest revision, except that no limestone or crushed slag shall be permitted Stone sizes referred to are as specified in Table 703-4 of the latest NYSDOT specifications. The stone size to be supplied shall be as specified on the plan or in the proposal or as ordered in the field by the Engineer. 39.3. INSTALLATION: A. Placement 1. When unsuitable, unstable, mucky foundations for pipes, structures, or roadways are encountered the Contractor shall notify the Engineer, who shall, if he deems it necessary, order the excavation of the muck to defined lines and grade. The Contractor shall then supply the material ordered by the Engineer and carefully place it within the area so excavated. The material shall be placed in 6 inch layers and be compacted, in trenches by hand or mechanical tampers, and in roadways by roller. B. Testing 1. The Engineer may, if he deems it necessary, take samples of the material supplied and have it analyzed to ascertain whether or not it fulfills the requirements of the specifications set forth. C. If the material does not meet these specifications and has already been utilized in the construction, payment shall be reduced to 50% of the bid price and the Contractor shall pay for the cost of testing. 39.4. MEASUREMENT: A. Measurement shall be by the cubic yard of the designated material actually placed within the payment limit lines ordered. B. For stabilization of pipe trenches the measurement shall be within the following payment limit lines: 39-1 1. Length-The length measurement shall be the actual length of trench ordered to be stabilized by the Engineer. 2. Width - The width measurement shall be one foot on each side outside the pipe or structure being installed, irrespective of actual width of trench excavated or stabilized. 3. Depth - The depth measurement for material placed shall be the depth of the excavation below the normal trench bottom pay limit for pipe or structure as ordered by the Engineer. In no case shall payment be made to depths below those ordered by the Engineer. No payment shall be made for using crushed stone or gravel to fill undercuts below the required grade when not ordered by the Engineer. 39.5. PAYMENT: A. The quantity to be paid shall be at the unit price bid per cubic yard. This price shall include all labor, materials and equipment necessary for furnishing the materials, for placing and preparing them in the trench as specified or directed, and for the proper disposal of replaced material. B. Excavation of the trench shall be paid for under the pipe installation item. C. No payment will be made under this item for gravel or crushed stone used in connection with any item where this material is specified on the plans or in the specifications to be included under that item. 39-2 Village of Rye Brook Firehouse SECTION 04810-UNIT MASONRY ASSEMBLIES PART1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes unit masonry assemblies consisting of the following: l. Concrete masonry units(CMUs). 2. Veneer face brick. 3. Bluestone Coping. 4. Mortar and grout. 5. Masonry joint reinforcement. 6. Ties and anchors. 7. Embedded flashing. 8. Miscellaneous masonry accessories. B. Related Sections include the following: 1. Division 7 Section "Sheet Metal Flashing and Trim" for exposed sheet metal flashing. 2. Division 7 Section "Joint Sealants" for sealing control and expansion joints in unit masonry. 1.3 PERFORMANCE REQUIREMENTS A. Provide structural unit masonry (CMU walls) that develop indicated net-area compressive strengths(f m)at 28 days. See Structural Drawings. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For the following: I. Masonry Units: Show sizes,profiles,coursing,and locations of special shapes. 2. Fabricated Flashing: Detail corner units, end-dam units,and other special applications. C. Samples for Verification: For each type and color of the following: I. Concrete masonry units. 2. Face brick,in the form of straps 8 sq. ft. including mortar. UNIT MASONRY ASSEMBLIES 04810 - 1 Village of Rye Brook Firehouse 3. Pigmented and colored-aggregate mortar. Make Samples using same sand and mortar ingredients to be used on Project. Label Samples to indicate types and amounts of pigments used. 4. Weep holes/vents. 5. Accessories embedded in masonry. 6. Bluestone Coping. D. Qualification Data: For testing agency. E. Material Certificates: Include statements of material properties indicating compliance with requirements including compliance with standards and type designations within standards. Provide for each type and size of the following: 1. Masonry units. a. For masonry units used in structural masonry, include data and calculations establishing average net-area compressive strength of units. 2. Cementitious materials. Include brand,type, and name of manufacturer. 3. Preblended,dry mortar mixes. Include description of type and proportions of ingredients. 4. Grout mixes. Include description of type and proportions of ingredients. 5. Joint reinforcement. 6. Anchors,ties, and metal accessories. F. Mix Designs: For each type of mortar and grout Include description of type and proportions of ingredients. I. Include test reports,per ASTM C 780,for mortar mixes required to comply with property specification. 2. Include test reports, per ASTM C 1019, for grout mixes required to comply with compressive strength requirement. G. Statement of Compressive Strength of Masonry: For each combination of masonry unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net-area compressive strength of masonry determined according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602. 1.5 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent agency qualified according to ASTM C 1093 for testing indicated,as documented according to ASTM E 548.B. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through one source from a single manufacturer for each product required. C. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from a single manufacturer for each cementitious component and from one source or producer for each aggregate. UNIT MASONRY ASSEMBLIES 04810-2 Village of Rye Brook Firehouse D. Preinstallation Meeting: Conduct meeting at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Coordinate meeting with construction manager. Provide samples of all materials at on-site meeting. Where feasible, comply with sample requirements for review at this meeting. 1.6 DELIVERY, STORAGE,AND HANDLING A. Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet,do not install until they are dry. B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D. Deliver preblended, dry mortar mix in moisture-resistant containers designed for lifting and emptying into dispensing silo. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in a metal dispensing silo with weatherproof cover. E. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. 1.7 PROJECT CONDITIONS A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches (600 mm) down both sides and hold cover securely in place. 2. Where l wythe of multiwythe masonry walls is completed in advance of other wythes, secure cover a minimum of 24 inches (600 mm) down face next to unconstructed wythe and hold cover in place. B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least 3 days after building masonry walls or columns. C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. 1. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. 2. Protect sills,ledges,and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. UNIT MASONRY ASSEMBLIES 04810 - 3 Village of Rye Brook Firehouse 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry. D. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. 1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F (4 deg Q and above and will remain so until masonry has dried,but not less than 7 days after completing cleaning. E. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Products: Subject to compliance with requirements, provide one of the products specified. 2.2 MASONRY UNITS,GENERAL A. Defective Units: Referenced masonry unit standards may allow a certain percentage of units to exceed tolerances and to contain chips, cracks, or other defects exceeding limits stated in the standard. Do not uses units where such defects, including dimensions that vary from specified dimensions by more than stated tolerances, will be exposed in the completed Work or will impair the quality of completed masonry. 2.3 CONCRETE MASONRY UNITS(CMUs) A. Shapes: Provide shapes indicated and as follows: 1. Provide square-edged units for outside corners,unless otherwise indicated. B. Concrete Masonry Units: ASTM C 90. 1. Unit Compressive Strength: See Structural Drawings. 2. Weight Classification: See Structural Drawings. 3. Size(Width): Manufactured to dimensions 3/8 inch less than nominal dimensions. 4. Exposed Faces: Provide color and texture of full range available for architect's selection. 5. Maintain integrity of running bond pattern of all exposed CMU walls. UNIT MASONRY ASSEMBLIES 04810 -4 Village of Rye Brook Firehouse 2.4 BRICK A. General: Provide shapes indicated and as follows: 1. Provide special shapes for applications where shapes produced by sawing would result in sawed surfaces being exposed to view. B. Face Brick: ASTM C 216,Grade SW,Type FBS. 1. Glen-Gery Brick—Molded Series 52-DD Standard(or approved equal). 2.5 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction. Provide color to match existing adjacent brick mortar. B. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or Type III,and hydrated lime complying with ASTM C 207,Type S. C. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with a record of satisfactory performance in masonry mortar. 1. Products: a. Bayer Corporation,Industrial Chemicals Div.;Bayfenrox Iron Oxide Pigments. b. Davis Colors;True Tone Mortar Colors. C. Solomon Grind-Chem Services, Inc.; SGS Mortar Colors. d. Lehigh Corp.; standard mortar colors. D. Colored Cement Product: Packaged blend made from portland cement and lime and mortar pigments,all complying with specified requirements, and containing no other ingredients. 1. Formulate blend as required to produce color to match adjacent brick mortar. 2. Pigments shall not exceed 10 percent of portland cement by weight, or as necessary to produce desired color. 3. Products: a. Colored Portland Cement-Lime Mix: 1) Capital Materials Corporation; Riverton Portland Cement Lime Custom Color. 2) Holcim(US)Inc.; Rainbow Mortamix Custom Color Cement/Lime. 3) Lafarge North America Inc.; Eaglebond. 4) Lehigh Cement Company; Lehigh Custom Color Portland/Lime Cement. E. Aggregate for Mortar: ASTM C 144. 1. For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone. 2. For joints less than 1/4 inch (6.5 mm) thick, use aggregate graded with 100 percent passing the No. 16 (1.18-mm) sieve. UNIT MASONRY ASSEMBLIES 04810-5 Village of Rye Brook Firehouse 3. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required mortar color. F. Aggregate for Grout: ASTM C 404. G. Water: Potable. 2.6 REINFORCEMENT A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60 (Grade 420). B. Masonry Joint Reinforcement,General: ASTM A 951. 1. Interior Walls: Hot-dip galvanized,carbon steel. 2. Exterior Walls: Hot-dip galvanized,carbon steel. 3. Wire Size for Side Rods: W 1.7 or 0.148-inch(3.8-mm)diameter. 4. Wire Size for Cross Rods: W 1.7 or 0.148-inch(3.8-mm)diameter. 5. Wire Size for Veneer Ties: W 1.7 or 0.148-inch(3.8-mm)diameter. 6. Spacing of Cross Rods,Tabs,and Cross Ties: Not more than 16 inches(407 mm)o.c. 7. Provide in lengths of not less than 10 feet(3 in),with prefabricated comer and tee units. C. Masonry Joint Reinforcement for Multiwythe Masonry: 1. Ladder type with 1 side rod at each face shell of hollow masonry units more than 4 inches (100 mm) in width, plus 1 side rod at each wythe of masonry 4 inches (100 mm) or less in width. 2.7 TIES AND ANCHORS A. Materials: Provide ties and anchors specified in subsequent paragraphs that are made from materials that comply below,unless otherwise indicated. 1. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82; with ASTM A 153/A 153M, Class B-2 coating. B. Corrugated Metal Ties: Metal strips not less than 7/8 inch (22 mm) wide with corrugations having a wavelength of 0.3 to 0.5 inch (7.6 to 12.7 mm) and an amplitude of 0.06 to 0.10 inch (1.5 to 2.5 rnm)made from steel sheet, galvanized after fabrication. C. Wire Ties, General: Unless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least 5/8-inch (16-mm) cover on outside face. Outer ends of wires are bent 90 degrees and extend 2 inches(50 mm)parallel to face of veneer. D. Individual Wire Ties: Rectangular units with closed ends and not less than 4 inches (100 mm) wide. 1. Z-shaped ties with ends bent 90 degrees to provide hooks not less than 2 inches (50 mm) long may be used for masonry constructed from solid units or hollow units laid with cells horizontal. UNIT MASONRY ASSEMBLIES 04810-6 Village of Rye Brook Firehouse 2. Where wythes are of different materials, use adjustable ties with pintle-and-eye connections having a maximum adjustment of 1-1/4 inches(32 mm). 3. Wire: Fabricate from 1/4-inch-(6.4-mm-)diameter,hot-dip galvanized steel wire. E. Adjustable Anchors for Connecting to Structure: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall. 2.8 EMBEDDED FLASHING MATERIALS A. Metal Flashing: Provide metal flashing,where flashing is exposed or partly exposed and where indicated, complying with SMACNA's "Architectural Sheet Metal Manual Division 7 Section "Sheet Metal Flashing and Trim" and as follows: 1. Copper: ASTM B 370, Temper H00 or H01, cold-rolled copper sheet, 10-oz./sq. ft. (3- kg/sq. rn) weight or 0.0135 inch (0.34 mm) thick for fully concealed flashing; 16-oz./sq. ft.(5-kg/sq. m)weight or 0.0216 inch(0.55 mm)thick elsewhere. 2. Fabricate continuous flashings in sections 96 inches (2400 mm) long minimum, but not exceeding 12 feet (3.6 m). Provide splice plates at joints of formed, smooth metal flashing. 3. Fabricate through-wall metal flashing embedded in masonry from copper, with ribs at 3- inch(75-mm)intervals along length of flashing to provide an integral mortar bond. a. Products: 1) Cheney Flashing Company. 2) Keystone Flashing Company, Inc.; Keystone 3-Way Interlocking Thruwall Flashing. 4. Fabricate through-wall flashing with drip edge,unless otherwise indicated. Fabricate by extending flashing 1/2 inch (13 mm) out from wall, with outer edge bent down 30 degrees and hemmed. 5. Metal Expansion-Joint Strips: Fabricate from copper to shapes indicated. 2.9 MISCELLANEOUS MASONRY ACCESSORIES A. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene. B. Weep/Vent Products: Use one of the following,unless otherwise indicated: 1. Rectangular Plastic Weep/Vent Tubing: Clear butyrate, 3i8 by 1-12 by 3-1/2 inches (9 by 38 by 89 mm)long. (Verify locations). 2. Cellular Plastic Weep/Vent: One-piece, flexible extrusion made from UV-resistant polypropylene copolymer, full height and width of head joint and depth 1/8 inch (3 mm) less than depth of outer wythe, in color selected from manufacturer's standard. Typically use at window heads or entry door heads where highly visible. a. Products: 1) Advanced Building Products Inc.;Mortar Maze weep vent. 2) Dayton Superior Corporation,Dur-O-Wal Division; Cell Vents. 3) Heckmann Building Products Inc.; No. 85 Cell Vent. UNIT MASONRY ASSEMBLIES 04810-7 Village of Rye Brook Firehouse 3. Vinyl Weep Hole/Vent: One-piece, offset, T-shaped units made from flexible,injection- molded PVC, designed to fit into a head joint and consisting of a louvered vertical leg, flexible wings to seal against ends of masonry units, and a top flap to keep mortar out of the head joint; in color approved by Architect to match that of mortar. Typical for a majority of wall weep locations. a. Products: 1) Hohmann&Barnard,Inc.; #343 Louvered Weep Hole. 2) Williams Products,Inc.;Williams-Goodco Brick Vent. 3) Wire-Bond; Louvered Weepholes. C. Cavity Drainage Material: Free-draining mesh, made from polymer strands that will not degrade within the wall cavity. 1. Provide one of the following configurations: a. Strips, full-depth of cavity and 10 inches (250 mm) wide, with dovetail shaped notches 7 inches (175 min)deep that prevent mesh from being clogged with mortar droppings. b. Strips, not less than 3/4 inch (19 mm) thick and 10 inches (250 mm) wide, with dimpled surface designed to catch mortar droppings and prevent weep holes from being clogged with mortar. 2. Products: a. Advanced Building Products Inc. b. Archovations,Inc.; CavClear Masonry Mat. C. Dayton Superior Corporation,Dur-O-Wal Division;Polytite MortarStop. d. Mortar Net USA,Ltd.;Mortar Net. 2.10 MASONRY CLEANERS A. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry without discoloring or damaging masonry surfaces. Use product expressly approved for intended use by cleaner manufacturer and manufacturer of masonry units being cleaned. 1. Manufacturers: a. Diedrich Technologies,Inc. b. EaCo Chem,Inc. C. ProSoCo,Inc. 2.11 MORTAR AND GROUT MIXES A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. UNIT MASONRY ASSEMBLIES 04810- 8 Village of Rye Brook Firehouse 1. Do not use calcium chloride in mortar or grout. 2. Limit cementitious materials in mortar to portland cement and lime. 3. Limit cementitious materials in mortar for exterior and reinforced masonry to portland cement and lime. B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site. C. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification. Provide the following types of mortar for applications stated unless another type is indicated or needed to provide required compressive strength of masonry. D. Pigmented Mortar: Use colored cement product or select and proportion pigments with other ingredients to produce color to match existing adjacent brick mortar. Do not add pigments to colored cement products. 1. Pigments shall not exceed 10 percent of portland cement by weight or as necessary to produce desired color. E. Colored-Aggregate Mortar: Produce required mortar color by using colored aggregates and natural color or white cement as necessary to produce required mortar color. F. Grout for Unit Masonry: Comply with ASTM C 476. 1. Use grout of type indicated or, if not otherwise indicated, of type(fine or coarse)that will comply with Table 1.15.1 in ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and pour height. 2. Provide grout with a slump of 8 to I I inches (200 to 280 mm) as measured according to ASTM C 143/C 143M. 2.12 SOURCE QUALITY CONTROL A. Owner will engage a qualified Independent testing agency to perform source quality-control resting indicated below: 1. Payment of these services will be made by Owner. 2. Retesting of materials failing to comply with specified requirements shall be done at Contractor's expense. B. Clay Masonry Unit Test: For each type of unit furnished,per ASTM C 67. C. Concrete Masonry Unit Test: For each type of unit furnished,per ASTM C 140. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. UNIT MASONRY ASSEMBLIES 04810-9 Village of Rye Brook Firehouse 1. Verify that foundations are within tolerances specified. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION,GENERAL A. Build 8 sq. ft. sample panel of face brick for review and approval be Architect prior to commencing full scale installation. B. Thickness: Build cavity and composite walls and other masonry construction to full thickness shown. Build single-wythe walls to actual widths of masonry units, using units of widths indicated. C. Build chases and recesses to accommodate items specified in this and other Sections. D. Leave openings for equipment to be installed before completing masonry. After installing equipment,complete masonry to match the construction immediately adjacent to opening. E. Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and,where possible,cut edges concealed. F. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures. 1. Mix units from several pallets or cubes as they are placed. G. Wetting of Brick: Wet brick before laying if initial rate of absorption exceeds 30 g/30 sq. in. (30 gi 194 sq. cm)per minute when tested per ASTM C 67. Allow units to absorb water so they are damp but not wet at time of laying. H. Comply with construction tolerances in ACI 530.1/ASCE 6/TMS 602 and with the following: 1. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 118 inch in 10 feet (3 mm in 3 m), 1/4 inch in 20 feet (6 mm in 6 m),or l/2 inch (12 inin)maximum. 2. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet(6 mm in 3 rn), or 1/2 inch(12 mm)maximum. 3. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet(3 mm in 3 m), 1 i4 inch in 20 feet(6 mm in 6 m), or 1!2 inch(12 mm)maximum. 3.3 LAYING MASONRY WALLS A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations. Confirm with CM and Architect conditions that are contrary to pre-installation meeting in writing. UNIT MASONRY ASSEMBLIES 04810 - 10 Village of Rye Brook Firehouse B. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in bond pattern indicated on Drawings; do not use units with less than nominal 4-11101 (100-mm) horizontal face dimensions at corners or jambs. C. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 4-inches (100-mm). Bond and interlock each course of each wythe at corners. Do not use units with less than nominal 4-inch (100-mm)horizontal face dimensions at corners or jambs. D. Stopping and Resuming Work: Stop work by racking back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, remove loose masonry units and mortar, and wet brick if required before laying fresh masonry. E. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items. F. Fill cores in hollow concrete masonry units with grout 24 inches(600 mm)under bearing plates, beams,lintels,posts,and similar items,unless otherwise indicated. G. Build non-load-bearing interior partitions full height of story to underside of solid floor or roof structure above,unless otherwise indicated. 1. Install compressible filler in joint between top of partition and underside of structure above. 2. Fasten partition top anchors to structure above and build into top of partition. Grout cells of CMUs solidly around plastic tubes of anchors and push tubes down into grout to provide 1'2-inch (I 3-mm) clearance between end of anchor rod and end of tube. Space anchors as indicated on drawings. 3. Wedge non-load-bearing partitions against structure above with small pieces of tile, slate, or metal. Fill joint with mortar after dead-load deflection of structure above approaches final position. 3.4 MORTAR BEDDING AND JOINTING A. Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints. B. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness,unless otherwise indicated. 3.5 COMPOSITE MASONRY A. Bond wythes of composite masonry together using one of the following methods: 1. Individual Metal Ties: Provide ties as shown installed in horizontal joints, but not less than one metal tie for 1.77 sq. ft. (0.16 sq.m)of wall area spaced not to exceed 16 inches (406 mm)] o.c. horizontally and 16 inches (406 mm) o.c. vertically. Stagger ties in alternate courses. Provide additional ties within 12 inches (305 mm) of openings and UNIT MASONRY ASSEMBLIES 04810 - 11 Village of Rye Brook Firehouse space not more than 36 inches (915 mm) apart around perimeter of openings. At intersecting and abutting walls, provide ties at no more than 24 inches (610 mm) o.c. vertically. a. Where bed joints of wythes do not align,use adjustable(two-piece)type ties. 2. Masonry Joint Reinforcement: Installed in horizontal mortar joints. a. Where bed joints 'of both wythes align, use ladder-type reinforcement extending across both wythes. b. Where bed joints of wythes do not align, use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties. 3. Header Bonding: Provide masonry unit headers extending not less than 3 inches(76 mm) into each wythe. Space headers not over [8 inches (203 mm)] [12 inches (305 mm)] clear horizontally and 16 inches(406 mm)clear vertically. B. Bond wythes of composite masonry together using bonding system indicated on Drawings. C. Corners: Provide interlocking masonry unit bond in each wythe and course at corners, unless otherwise indicated. 1. Provide continuity with masonry joint reinforcement at corners by using prefabricated L- shaped units as well as masonry bonding. D. Intersecting and Abutting Walls: Unless vertical expansion or control joints are shown at juncture,bond walls together as follows: 1. Provide individual metal ties not more than 16 inches (406 mm) o.c. 3.6 CAVITY WALLS A. Bond wythes of cavity walls together using one of the following methods: 1. Individual Metal Ties: Provide ties as shown installed in horizontal joints, but not less than one metal tie for 1.77 sq. ft. (0.16 sq. m)of wall area spaced not to exceed 16 inches (406 mm) o.c. horizontally and 16 inches (406 mm) o.c. vertically. Stagger ties in alternate courses. Provide additional ties within 12 inches (305 mm) of openings and space not more than 36 inches (915 mm) apart around perimeter of openings. At intersecting and abutting walls, provide ties at no more than 24 inches (610 mm) o.c. vertically. a. Where bed joints of wythes do not align,use adjustable(two-piece)type ties. b. Where one wythe is of clay masonry and the other of concrete masonry, use adjustable (two-piece) type ties to allow for differential movement regardless of whether bed joints align. 2. Masonry Joint Reinforcement: Installed in horizontal mortar joints. a. Where bed joints of both wythes align, use ladder-type reinforcement extending across both wythes. UNIT MASONRY ASSEMBLIES 04810- 12 Village of Rye Brook Firehouse b. Where bed joints of wythes do not align, use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties. C. Where one wythe is of clay masonry and the other of concrete masonry, use adjustable (two-piece) type reinforcement with continuous horizontal wire in facing wythe attached to ties to allow for differential movement regardless of whether bed joints align. 3. Header Bonding: Provide masonry unit headers extending not less than 3 inches(76 mm) into each wythe. Space headers not over 8 inches (203 mm) clear horizontally and 16 inches(406 min)clear vertically. 4. Masonry Veneer Anchors: Comply with requirements for anchoring masonry veneers. B. Bond wythes of cavity walls together using bonding system indicated on Drawings. C. Keep cavities clean of mortar droppings and other materials during construction. Bevel beds away from cavity, to minimize mortar protrusions into cavity. Do not attempt to trowel or remove mortar fins protruding into cavity. D. Parge cavity face of backup wythe in a single coat approximately 3/8 inch (10 mm) thick. Trowel face of parge coat smooth. 3.7 MASONRY JOINT REINFORCEMENT A. General: Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch (16 mm) on exterior side of walls, I2 inch (13 min) elsewhere. Lap reinforcement a minimum of 6 inches(150 mm). 1. Space reinforcement not more than 16 inches(406 mm)o.c. 2. Provide reinforcement not more than 8 inches (203 mm) above and below wall openings and extending 12 inches(305 min)beyond openings. a. Reinforcement above is in addition to continuous reinforcement. B. Interrupt joint reinforcement at control and expansion joints,unless otherwise indicated. C. Provide continuity at wall intersections by using prefabricated T-shaped units. D. Provide continuity at corners by using prefabricated L-shaped units. E. Cut and bend reinforcing units as directed by manufacturer for continuity at[ corners,] returns, offsets,column fireproofing,pipe enclosures,and other special conditions. 3.8 ANCHORING MASONRY TO STRUCTURAL MEMBERS A. Anchor masonry to structural members where masonry abuts or faces structural members to comply with the following: 1. Provide an open space not less than dimension as indicated on drawings in width between masonry and structural member, unless otherwise indicated. Keep open space free of mortar and other rigid materials. UNIT MASONRY ASSEMBLIES 04810 - 13 Village of Rye Brook Firehouse 2. Anchor masonry to structural members with anchors embedded in masonry joints and attached to structure. 3. Space anchors as indicated, but not more than 24 inches (610 nun) o.c. vertically and 36 inches(915 ntm)o.c.horizontally. 3.9 ANCHORING MASONRY VENEERS A. Anchor masonry veneers to concrete and masonry backup with masonry-veneer anchors to comply with the following requirements: 1. Fasten anchors to concrete and masonry backup with metal fasteners of type indicated. Use two fasteners unless anchor design only uses one fastener. 2. Locate anchor sections to allow maximum vertical differential movement of ties up and down. 3. Space anchors as indicated, but not more than 16 inches (406 mm) o.c.vertically and 32 inches (813 mm)o.c.horizontally with not less than 1 anchor for each 3.5 sq. f3. (0.33 sq. m) of wall area. Install additional anchors within 12 inches(305 mm) of openings and at intervals,not exceeding 36 inches (914 mm), around perimeter. 3.10 CONTROL AND EXPANSION JOINTS A. General: Install control and expansion joint materials in unit masonry as masonry progresses. Do not allow materials to span control and expansion joints without provision to allow for in- plane wall or partition movement. B. Form control joints in concrete masonry as follows: 1. Install temporary foam-plastic filler in head joints and remove filler when unit masonry is complete for application of sealant. C. Form expansion joints in brick made from clay or shale as follows: 1. Build in compressible joint fillers where indicated. D. Provide horizontal, pressure-relieving joints by either leaving an air space or inserting a compressible filler of width required for installing sealant and backer rod specified in Division 7 Section "Joint Sealants,"but not less than 3/8 inch(10 mm). 1. Locate horizontal,pressure-relieving joints beneath shelf angles supporting masonry. 3.11 LINTELS A. Install steel lintels where indicated. B. Provide concrete lintels where shown and where openings of more than 12 inches (305 mm) for brick-size units and 24 inches (610 mm) for block-size units are shown without structural steel or other supporting lintels. C. Provide minimum bearing of 8 inches(200 min)at each jamb, unless otherwise indicated. UNIT MASONRY ASSEMBLIES 04810 - 14 Village of Rye Brook Firehouse 3.12 FLASHING,WEEP HOLES,CAVITY DRAINAGE,AND VENTS A. General: Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and where indicated. Install vents at shelf angles, ledges, and other obstructions to upward flow of air in cavities, and where indicated. B. Install flashing as follows,unless otherwise indicated: 1. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing. Where flashing is within mortar joint, place through-wall flashing on sloping bed of mortar and cover with mortar. Before covering with mortar, seal penetrations in flashing with adhesive, sealant, or tape as recommended by flashing manufacturer. 2. At multiwythe masonry walls, including cavity walls, extend flashing through outer wythe, turned up a minimum of 8 inches (200 mm), and 1-1/2 inches (38 mm) into the inner wythe. Form 1/4-inch(6-mm)hook in edge of flashing embedded in inner wythe. 3. At lintels and shelf angles, extend flashing a minimum of 6 inches (150 mm) into masonry at each end. At heads and sills, extend flashing 6 inches (150 mm) at ends and turn up not less than 2 inches(50 mm)to form end dams. 4. Install metal drip edges beneath flexible flashing at exterior face of wall. Stop flexible flashing 1/2 inch (13 mm) back from outside face of wall and adhere flexible flashing to top of metal drip edge. 5. Install metal flashing termination beneath flexible flashing at exterior face of wall. Stop flexible flashing 1/2 inch (13 mm) back from outside face of wall and adhere flexible flashing to top of metal flashing termination. 6. Cut flexible flashing off flush with face of wall after masonry wall construction is completed. C. Install weep holes in head joints in exterior wythes of first course of masonry immediately above embedded flashing and as follows: I. Use specified weep/vent products to form weep holes. 2. Space weep holes 24 inches(600 mm) o.c.,unless otherwise indicated. D. Place pea gravel in cavities as soon as practical to a height equal to height of first course above top of flashing,but not less than 2 inches(50 mm),to maintain drainage. 1. Fill cavities full height by placing pea gravel in cavities as masonry is laid so that at any point masonry does not extend more than 24 inches(600 mm)above top of pea gravel. E. Install vents in head joints in exterior wythes at spacing indicated. Use specified weep/vent products or open head joints to form vents. 1. Close cavities off vertically and horizontally with blocking in manner indicated. Install through-wall flashing and weep holes above horizontal blocking. UNIT MASONRY ASSEMBLIES 04810 - 15 Village of Rye Brook Firehouse 3.13 FIELD QUALITY CONTROL A. Inspectors: Owner will engage qualified independent inspectors to perform inspections and prepare reports. Allow inspectors access to scaffolding and work areas, as needed to perform inspections. 1. Place grout only after inspectors have verified compliance of grout spaces and grades, sizes,and locations of reinforcement. 3.14 REPAIRING,POINTING,AND CLEANING A. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar,pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated. C. hi-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. D. Final Cleaning: After mortar is thoroughly set and cured,clean exposed masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. 3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tape. 4. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing surfaces thoroughly with clear water. 5. Clean brick by bucket-and-brush hand-cleaning method described in BIA Technical Notes 20. 6. Clean masonry with a proprietary acidic cleaner applied according to manufacturer's written instructions. 7. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to type of stain on exposed surfaces. 8. Clean stone trim to comply with stone supplier's written instructions. 9. Clean limestone units to comply with recommendations in ILI's "Indiana Limestone Handbook." 3.15 MASONRY WASTE DISPOSAL A. Salvageable Materials: Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work,remove from Project site. UNIT MASONRY ASSEMBLIES 04810 - 16 Village of Rye Brook Firehouse B. Waste Disposal as Fill Material: Dispose of clean masonry waste, including excess or soil- contaminated sand, waste mortar, and broken masonry units, by crushing and mixing with fill material as fill is placed. 1. Crush masonry waste to less than 4 inches(100 nini) in each dimension. 2. Mix masonry waste with at least two parts of specified fill material for each part of masonry waste. Fill material is specified in Division 2 Section "Earthwork." 3. Do not dispose of masonry waste as fill within 18 inches(450 mm)of finished grade. C. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill, as described above,and other masonry waste,and legally dispose of off Owner's property. END OF SECTION 04810 UNIT MASONRY ASSEMBLIES 04810 - 17 Village of Rye Brook Firehouse SECTION 08212 -STILE AND RAIL WOOD DOORS PART ] -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Exterior stile and rail wood doors. 2. Interior stile and rail wood doors. 3. Interior fire-rated stile and rail wood doors. B. Related Sections include the following: 1. Division 6 Section "Finish Carpentry and Interior Architectural Woodwork" for wood door frames. 1.3 SUBMITTALS A. Product Data: For each type of door. Include details of construction and glazing. 1. Include factory-finishing specifications. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data, including those for stiles, rails, panels, and moldings(sticking); and other pertinent data. 1. Indicate dimensions and locations of mortises and holes for hardware. 2. Indicate fire ratings for fire doors. C. Samples for Verification: Corner sections of doors, approximately 8 by 10 inches (200 by 250 mm), with door faces and edgings representing typical range of color and grain for each species of veneer and solid lumber required. D. Product Certificates: Signed by door manufacturers. E. Warranty: Special warranty specified in this Section. STILE AND RAIL WOOD DOORS 08212 - 1 Village of Rye Brook Firehouse 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain each type of stile and rail wood door through one source from a single manufacturer. B. Fire-Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated,based on testing according to NFPA 252. C. Safety Glass: Provide products complying with testing requirements in 16 CFR 1201, for Category II materials,unless those of Category I are expressly indicated and permitted. 1.5 DELIVERY, STORAGE, AND HANDLING A. Comply with requirements of referenced standard and manufacturer's written instructions. B. Package doors individually in opaque plastic bags or cardboard cartons. C. Mark each door on top and bottom edge with opening number used on Shop Drawings. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install doors until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form, signed by manufacturer, Installer, and Contractor, in which manufacturer agrees to repair or replace doors that are defective in materials or workmanship,and have warped(bow,cup, or twist)more than 14 inch(6.4 mm)in a.42-by-84-1nch (1067-by-2134-mm) section. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include,but are not limited to,products specified. STILE AND RAIL WOOD DOORS 08212 - 2 Village of Rye Brook Firehouse 2.2 MATERIALS A. General: Use only materials that comply with referenced quality standards unless more stringent requirements are specified. 1. Assemble interior doors, frames, and sidelites, including components, with either dry-use or wet-use adhesives complying with ASTM D 5572 for finger joints and ASTM D 5751 for joints other than finger joints. 2.3 STILE AND RAIL DOORS OF STOCK DESIGN AND CONSTRUCTION A. Manufacturers: 1. Marshfield Door System, Inc. 2. Wood Harbor. 3. KML Entranceways. 4. Or Approved Equal. B. Exterior Doors and Sidelites: 1. Grade for Opaque Finish: Standard. 2. Wood Species for Opaque Finish: Manufacturer's standard softwood species and cut for stiles and rails; with panels of same species or wood-base construction materials, as standard with manufacturer. 3. Raised-Panel Thickness: Manufacturer's standard. 4. Glass for Openings: Uncoated,clear. C. Interior Doors: 1. Grade for Transparent Finish: Premium or Select. 2. Wood Species for Transparent Finish: Douglas fir or western hemlock, vertical sawed/sliced. 3. Flat-Panel Thickness: Manufacturer's standard, but not less than that required by WDMA I.S.6 for design group indicated. 4. Glass for Openings: Uncoated,clear. D. Interior Fire-Rated Doors (45-Minute Rating): Fire rated doors with 1-3/4-inch- (44 mm-) thick, edged and veneered mineral-core stiles and rails and 1-1/8-inch- (29-mm-) thick, veneered mineral-core raised panels, complying with requirements indicated for interior doors. 2.4 FABRICATION A. Factory fit doors to suit frame-opening sizes indicated, with the following uniform clearances and bevels,unless otherwise indicated: 1. Clearances: Provide 1/8 inch (3.2 nim) at heads, jambs, and between pairs of doors. Provide 1.12 inch (13 mm) from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 3/8 inch (10 min) from bottom of door to top of threshold. a. Comply with NFPA 80 for fire-rated doors. STILE AND RAIL WOOD DOORS 08212 - 3 Village of Rye Brook Firehouse 2. Bevel non-fire-rated doors 1/8 inch in 2 inches(3-1/2 degrees)at lock and hinge edges. 3. Bevel fire-rated doors lib inch in 2 inches (3-1/2 degrees) on lock edge; trim stiles and rails only to extent permitted by labeling agency. B. Factory machine doors for hardware that is not surface applied. Locate hardware .to comply with DHI-WDHS-3. Comply with final hardware schedules, door frame Shop Drawings, DHI A115-W Series standards,and hardware templates. 1. Coordinate measurements of hardware mortises in metal frames to verify dimensions and alignment before factory machining. C. Glazed Openings: Glaze doors at factory with glass of type and thickness indicated, install glass using manufacturer's standard elastomeric glazing sealant complying with ASTM C 920. Secure glass in place with removable wood stops. D. Exterior Doors: Factory treat exterior doors after fabrication with water-repellent preservative to comply with WDMA I.S.4. Flash top of outswinging doors with manufacturer's standard metal flashing. 2.5 SHOP PRIMING A. Doors for Opaque Finish: Shop apply one coat of wood primer specified in Division 9 Section "Painting"to faces and edges of doors, including mortises and cutouts. B. Doors for Transparent Finish: Shop apply stain (if required), other required pretreatments, and first coat of fmish specified in Division 9 Section "Painting" to faces and edges of doors,including mortises and cutouts. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine doors and substrates, with Installer present, for suitable conditions where wood stile and rail doors and fire-rated wood door frames will be installed. 1. Verify that installed frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with plumb jambs and level heads. 2. Reject doors with defects. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install fire-rated wood door frames level,plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. 1. Countersink fasteners,fill surface flush,and sand smooth. STILE AND RAIL WOOD DOORS 08212 -4 Village of Rye Brook Firehouse B. Hardware: For installation,see Division 8 Section "Door Hardware." C. Install wood doors to comply with manufacturer's written instructions and with referenced quality standard,and as indicated. 1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80. D. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted with fire- rated doors. Machine doors for hardware. Seal cut surfaces after fitting and machining. 1. Clearances: Provide lib inch (3.2 mm) at heads, jambs, and between pairs of doors. Provide 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1!4 inch (6.4 mm) from bottom of door to top of threshold. a. Comply with NFPA 80 for fire-rated doors. 2. Bevel non-fire-rated doors 1 8 inch in 2 inches(3-1 2 degrees) at lock and hinge edges. 3. Bevel fire-rated doors 1 8 inch in 2 inches (3-U2 degrees) on lock edge; trim stiles and rails only to extent permitted by labeling agency. E. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at Project site. F. Field-Finished Doors: Refer to the following for finishing requirements: 1. Division 9 Section "Painting." 3.3 ADJUSTING AND PROTECTING A. Operation: Rehang or replace doors that do not swing or operate freely. B. Finished Doors: Replace doors that are damaged or do not comply with requirements. Doors may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. END OF SECTION 08212 STILE AND RAIL WOOD DOORS 08212 - 5