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HomeMy WebLinkAboutAddenda - BID - 7136 LINCOLN CENTER ADDITION AND RENOVATIONS0 0 City of '�Fort Collins ` PurcM1asing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing Description of Bid 7136: Lincoln Center Addition and Renovations OPENING DATE: 3:00 (Our Clock) May 6, 2010 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: GENERAL 1. All contractual questions should be directed to John Stephen, City of Fort Collins Purchasing, at istephenCa)fcgov.com or (970) 221-6777. All questions relative to the construction drawings, specifications and substitution requests should be directed to Chris Freeland, Aller•Lingle•Massey Architects P.C., (970) 223-1820. 2. The building will only be open for a tour/walk-through for general contractors and subcontractors on Monday, April 26, 2010, at 10:00 a.m. Meet at the conference entrance on the northwest corner of the building. The building will be open until 12:00 p.m. that day. 3. Builder's risk insurance will be provided by the City of Fort Collins. Owner shall purchase and maintain property insurance upon the Construction at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws or Regulations). Contractor shall be responsible for the first $10,000 of any insurable loss under this policy. SPECIFICATIONS Section 13930, Wet -Pipe Fire -Suppression Sprinklers: Refer to the attached performance specification for design/build fire sprinkler system modifications and extensions. The City will provide water pressure/water flow information as soon as it is available. 2. Section 01015, LEED Requirements: Refer to the attached LEED checklist. d. Extra -Hazard, Group 2 Occupancy: 0.40 gpm over entire area. e. Special Occupancy Hazard: As determined by authorities having jurisdiction. 5. Maximum Protection Area per Sprinkler: Per UL listing or NFPA-13. 6. Total Combined Hose -Stream Demand Requirement: According to NFPA 13 unless otherwise indicated: a. Light -Hazard Occupancies: 100 gpm for 30 minutes. b. Ordinary -Hazard Occupancies: 250 gpm for 60 to 90 minutes. C. Extra -Hazard Occupancies: 500 gpm for 90 to 120 minutes. S. The Scope of Work for Fire Protection on this project shall include, at a minimum: 1. Installation of new sprinkler piping and heads in all areas of new construction. 2. Reconfiguration of existing piping and heads, and/or installation of new piping and heads as necessary in all areas of the building where any remodeling work is performed. 3. Upgrade of sprinkler systems to current codes in areas where remodeling work is performed. Verify use and occupancy information for all spaces involved. 4. Relocation of the existing Fire Department Connection (FDC)to new location as shown on the plans. FDC piping shall run through the building until adjacent to proposed location for Yard type FDC. Piping shall drop down and run under foundation and out to yard type FDC. Provide means of draining pipe after use. T. It is the intent that existing areas which are not included in the construction scope of work shall be excluded from the fire protection scope, except that any modifications to piping in non -remodelled areas that is necessary to install the required work in other areas, shall be included in this scope of work. 1.06 SUBMITTALS A. Product Data: For each type of product indicated. Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories. B. LEED Submittal: 1. Product Data for Credit EQ4.1: For solvent cements and adhesive primers, including printed statement of VOC content and chemical components. C. Shop Drawings: For wet -pipe sprinkler systems. Include plans, elevations, sections, details, and attachments to other work. 1. Wiring Diagrams: For power, signal, and control wiring. D. Delegated -Design Submittal: For sprinkler systems indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. E. Coordination Drawings: Sprinkler systems, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved: 1. Domestic water piping. 2. HVAC hydronic piping. 3. Items penetrating finished ceiling include the following: a. Lighting fixtures. b. Air outlets and inlets. F. Approved Sprinkler Piping Drawings: Working plans, prepared according to NFPA 13, that have been approved by authorities having jurisdiction, including hydraulic calculations if applicable. G. Fire -hydrant flow test report. H. Field Test Reports and Certificates: Indicate and interpret test results for compliance with performance requirements and as described in NFPA 13. Include "Contractor's Material and Test Certificate for Aboveground Piping." I. Operation and Maintenance Data: For sprinkler specialties to include in emergency, operation, and maintenance manuals. 1.07 QUALITY ASSURANCE A. Installer Qualifications: 13930 - 3 Lincoln Center Additions It Renovation - 0936 0 • 1. Installer's responsibilities include designing, fabricating, and installing sprinkler systems and providing professional engineering services needed to assume engineering responsibility. Base calculations on results of fire -hydrant flow test. a. Engineering Responsibility: Preparation of working , plans, calculations, and field test reports by a qualified professional engineer. B. Welding Qualifications: Qualify procedures and operators according to ASME Boiler and Pressure Vessel Code. C. Electrical Components, Devices,. and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. D. NFPA Standards: Sprinkler system equipment, specialties, accessories, installation, and testing shall comply with the following: 1. NFPA 13, "Installation of Sprinkler Systems." 2. NFPA 13R, "Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height." 3. NFPA 24, "Installation of Private Fire Service Mains and Their Appurtenances." 1.08 PROJECT CONDITIONS A. Interruption of Existing Sprinkler Service: Do not interrupt sprinkler service .to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary sprinkler service according to requirements indicated: 1. Notify Owner no fewer than two days in advance of proposed interruption of sprinkler service. 2. Do not proceed with interruption of sprinkler service without Owners written permission. 1.09 COORDINATION A. Coordinate layout and installation of sprinklers with other construction that penetrates ceilings, including light fixtures, HVAC equipment, and partition assemblies. PART 2 - PRODUCTS 2.01 PIPING MATERIALS A. Comply with requirements in "Piping Schedule" Article for applications of pipe, tube, and fitting materials, and for joining methods for specific services, service locations, and pipe sizes. 2.02 STEEL PIPE AND FITTINGS A. Standard Weight, Galvanized- and Black -Steel Pipe: ASTM A 53/A 53M, Type E, Grade B. Pipe ends may be factory or field formed to match joining method. B. Schedule 30, Galvanized- and Black -Steel Pipe: ASTM A 135; ASTM A 795/A 795M, Type E; or ASME B36.1OM, wrought steel; with wall thickness not less than Schedule 30 and not more than Schedule 40. Pipe ends may be factory or field formed to match joining method. C. Thinwall Galvanized- and Black -Steel Pipe: ASTM A 135 or ASTM A 795/A 795M, threadable, with wall thickness less than Schedule 30 and equal to or greater than Schedule 10. Pipe ends may be factory or field formed to match joining method. D. Schedule 10, Black -Steel Pipe: ASTM A 135 or ASTM A 795/A 795M, Schedule 10 in NPS 5 and smaller; and NFPA 13-specified wall thickness in NPS 6 to NPS 10, plain end. E. Galvanized- and Black -Steel Pipe Nipples: ASTM A 733, made of ASTM A 53/A 53M, standard - weight, seamless steel pipe with threaded ends. F. Galvanized and Uncoated, Steel Couplings: ASTM A 865, threaded. G. Galvanized and Uncoated, Gray -Iron Threaded Fittings: ASME B16.4, Class 125, standard pattern. H. Malleable- or Ductile -Iron Unions: UL 860. I. Cast -Iron Flanges: ASME 16.1, Class 125. 13930 - 4 Lincoln Center Additions i* Renovation - 0936 J. Steel Flanges and Flanged Fittings: ASME B16.5, Class 150. K. Steel Welding Fittings: ASTM A 234/A 234M and ASME B16.9. L. Grooved -Joint, Steel -Pipe Appurtenances: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Victaulic Company. b. Manufacturere of existing building installed products. 2. Pressure Rating: 175 psig minimum. 3. Galvanized and Uncoated, Grooved -End Fittings for Steel Piping: ASTM A 47/A 47M, malleable -iron casting or ASTM A 536, ductile -iron casting; with dimensions matching steel pipe. 4. Grooved -End -Pipe Couplings for Steel Piping: AWWA C606 and UL 213, rigid pattern, unless otherwise indicated, for steel -pipe dimensions. Include ferrous housing sections, EPDM-rubber gasket, and bolts and nuts. 2.03 COPPER TUBE AND FITTINGS A. Hard Copper Tube: ASTM B 88, Type L water tube, drawn temper. B. Cast -Copper, Solder -Joint Fittings: ASME B16.18, pressure fittings. C. Wrought -Copper, Solder -Joint Fittings: ASME 816.22, pressure fittings. D. Bronze Flanges: ASME B16.24, Class 150, with solder -joint ends. E. Copper Unions: MSS SP=123, cast -copper -alloy, hexagonal -stock body, with ball-and-socket, metal -to -metal seating surfaces, and solder -joint or threaded ends. F. Grooved -Joint, Copper -Tube Appurtenances: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Victaulic Company. b. Manufacturer of existing building installed products. 2. Grooved -End, Copper Fittings: ASTM B 75, copper tube or ASTM B 584, bronze castings. G. Copper -Tube, Extruded -Tee Connections: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. T-DRILL Industries Inc. 2. Description: Tee formed in copper tube according to ASTM F 2014. 2.04 PIPING JOINING MATERIALS A. Pipe -Flange Gasket Materials: AWWA C110, rubber, flat face, 1 /8 inch thick or ASME B16.21, nonmetallic and asbestos free. 1. Class 125, Cast -Iron Flanges and Class 150, Bronze Flat -Face Flanges: Full -face gaskets. 2. Class 250, Cast -Iron Flanges and Class 300, Steel Raised -Face Flanges: Ring -type gaskets. B. Metal, Pipe -Flange Bolts and Nuts: ASME B18.2.1, carbon steel unless otherwise indicated. C. Brazing Filler Metals: AWS A5.8/A5.8M, BCuP Series, copper -phosphorus alloys for general -duty brazing unless otherwise indicated. D. Welding Filler Metals: Comply with AWS D10.12M/D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded. 2.05 LISTED FIRE -PROTECTION VALVES A. General Requirements: 1. Valves shall be UL listed or FM approved. 2. Minimum Pressure Rating for Standard -Pressure Piping: 175 psig. 3. Minimum Pressure Rating for High -Pressure Piping: 250 psig. B. Ball Valves: 1. Standard: UL 1091 except with ball instead of disc. 2. Valves NPS 1-1 /2 and Smaller: Bronze body with threaded ends. 13930 - 5 Lincoln Center Additions Et Renovation - 0936 3. Valves NPS 2 and NPS 2-1/2: Bronze body with threaded ends or ductile -iron body with grooved ends. 4. Valves NPS 3: Ductile -iron body with grooved ends. C. Bronze Butterfly Valves: 1. Standard: UL 1091. 2. Pressure Rating: 175 psig. 3. Body Material: Bronze. 4. End Connections: Threaded. D. Iron Butterfly Valves: 1. Standard: UL 1091. 2. Pressure Rating: 175 psig. 3. Body Material: Cast or ductile iron. 4. Style: Lug or wafer. E. Check Valves: 1. Standard: UL 312. 2. Pressure Rating: 250 psig minimum. 3. Type: Swing check. 4. Body Material: Cast iron. 5. End Connections: Flanged or grooved. F. Bronze OSEtY Gate Valves: 1. Standard: UL 262. 2. Pressure Rating: 175 psig. 3. Body Material: Bronze. 4. End Connections: Threaded. G. Iron OSEtY Gate Valves: 1. Standard: UL 262. 2. Pressure Rating: 250 psig minimum. 3. Body Material: Cast or ductile iron. 4. End Connections: Flanged or grooved. H. Indicating -Type Butterfly Valves: 1. Standard: UL 1091. 2. Pressure Rating: 175 psig minimum. 3. Valves NPS 2 and Smaller: a. Valve Type: Ball or butterfly. b. Body Material: Bronze. C. End Connections: Threaded. 4. Valves NPS 2-1/2 and Larger: a. Valve Type: Butterfly. b. Body Material: Cast or ductile iron. C. End Connections: Flanged, grooved, or wafer. 5. Valve Operation: Integral electrical, 115-V ac, prewired, two -circuit, supervisory switch indicating device. I. NRS Gate Valves: 1. Standard: UL 262. 2. Pressure Rating: 250 psig minimum. 3. Body Material: Cast iron with indicator post flange. 4. Stem: Nonrising. 5. End Connections: Flanged or grooved. J. Indicator Posts: 1. Standard: UL 789. 2. Type: Horizontal for wall mounting. 3. Body Material: Cast iron with extension rod and locking device. 4. Operation: Wrench. 2.06 TRIM AND DRAIN VALVES A. General Requirements: 13930 - 6 Lincoln Center Additions Et Renovation - 0936 • • 1. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing. 2. Pressure Rating: 175 psig minimum. 2.07 SPECIALTY VALVES A. General Requirements: 1. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing. 2. Pressure Rating: a. Standard -Pressure Piping Specialty Valves: 175 psig minimum. b. High -Pressure Piping Specialty Valves: 250 psig minimum. 3. Body Material: Cast or ductile iron. 4. Size: Same as connected piping. 5. End Connections: Flanged or grooved. B. Alarm Valves: 1. Standard: UL 193. 2. Design: For horizontal or vertical installation. 3. Include trim sets for bypass, drain, electrical sprinkler alarm switch, pressure gages, retarding chamber, and fill -line attachment with strainer. 4. Drip Cup Assembly: Pipe drain without valves and separate from main drain piping. C. Deluge Valves: 1. Standard: UL 260. 2. Design: Hydraulically operated, differential -pressure type. 3. Include trim sets for bypass, drain, electrical sprinkler alarm switch, pressure gages, drip cup assembly piped without valves and separate from main drain line, fill -line attachment with strainer, and push -rod chamber supply connection. 4. Wet, Pilot -Line Trim Set: Include gage to read push -rod chamber pressure, globe valve for manual operation of deluge valve, and connection for actuation device. D. Automatic (Ball Drip) Drain Valves: 1. Standard: UL 1726. 2. Pressure Rating: 175 psig minimum. 3. Type: Automatic draining, ball check. 4. Size: NPS 3/4. 5. End Connections: Threaded. 2.08 FIRE -DEPARTMENT CONNECTIONS A. Yard -Type, Fire -Department Connection: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. AFAC Inc. b. Elkhart Brass Mfg. Company, Inc. C. Fire -End Et Croker Corporation. d. Fire Protection Products, Inc. e. GMR International Equipment Corporation. f. Guardian Fire Equipment, Inc. g. Wilson Et Cousins Inc. h. <Insert manufacturer's name>. 2. Standard: UL 405. 3. Type: Exposed, freestanding. 4. Pressure Rating: 175 psig (1200 kPa) minimum. 5. Body Material: Corrosion -resistant metal. 6. Inlets: Brass with threads according to NFPA 1963 and matching local fire -department sizes and threads. Include extension pipe nipples, brass lugged swivel connections, and check devices or clappers. 7. Caps: Brass, lugged type, with gasket and chain. 13930 - 7 Lincoln Center Additions Et Renovation - 0936 C 8. Escutcheon Plate: Round, brass, floor type. 9. Outlet: Bottom, with pipe threads. 10. Number of Inlets: Two. 11. Sleeve: Brass. 12. Sleeve Height: 18 inches (460 mm). 13. Escutcheon Plate Marking: Similar to " AUTO SPKR." 14. Finish, Including Sleeve: Polished chrome plated, Rough brass or bronze, or Rough chrome plated. 15. Outlet Size: NPS 4 (DN 100), NPS 5 (DN 125), or NPS 6 (DN 150). Verify with local fire department and system requirements prior to purchase or installation. 2.09 SPRINKLER SPECIALTY PIPE FITTINGS A. Branch Outlet Fittings: 1. Standard: UL 213. 2. Pressure Rating: 175 psig minimum. 3. Body Material: Ductile -iron housing with EPDM seals and bolts and nuts. 4. Type: Mechanical-T and -cross fittings. 5. Configurations: Snap -on and strapless, ductile -iron housing with branch outlets. 6. Size: Of dimension to fit onto sprinkler main and with outlet connections as required to match connected branch piping. 7. Branch Outlets: Grooved, plain -end pipe, or threaded. B. Flow Detection and Test Assemblies: 1. Standard: UUs "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing. 2. Pressure Rating: 175 psig minimum. 3. Body Material: Cast- or ductile -iron housing with orifice, sight glass, and integral test valve. 4. Size: Same as connected piping. 5. Inlet and Outlet: Threaded. C. Branch Line Testers: 1. Standard: UL 199. 2. Pressure Rating: 175 psig. 3. Body Material: Brass. 4. Size: Same as connected piping. 5. Inlet: Threaded. 6. Drain Outlet: Threaded and capped. 7. Branch Outlet: Threaded, for sprinkler. D. Sprinkler Inspector's Test Fittings: 1. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing. 2. Pressure Rating: 175 psig minimum. 3. Body Material: Cast- or ductile -iron housing with sight glass. 4. Size: Same as connected piping. 5. Inlet and Outlet: Threaded. E. Adjustable Drop Nipples: 1. Standard: UL 1474. 2. Pressure Rating: 250 psig minimum. 3. Body Material: Steel pipe with EPDM-rubber 0-ring seals. 4. Size: Same as connected piping. 5. Length: Adjustable. 6. Inlet and Outlet: Threaded. F. Flexible, Sprinkler Hose Fittings: 1. Standard: UL 1474. 2. Type: Flexible hose for connection to sprinkler, and with bracket for connection to ceiling grid. 3. Pressure Rating: 175 psig minimum. 4. Size: Same as connected piping, for sprinkler. 13930 - 8 Lincoln Center Additions 8 Renovation - 0936 • 0 2.010 SPRINKLERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. AFAC Inc. 2. Globe Fire Sprinkler Corporation. 3. Reliable Automatic Sprinkler Co., Inc. 4. Tyco Fire Et Building Products LP. 5. Venus Fire Protection Ltd. 6. Victaulic Company. 7. Viking Corporation. B. General Requirements: 1. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing. 2. Pressure Rating for Residential Sprinklers: 175 psig maximum. 3. Pressure Rating for Automatic Sprinklers: 175 psig minimum. 4. Pressure Rating for High -Pressure Automatic Sprinklers: 250 psig minimum. C. Automatic Sprinklers with Heat -Responsive Element: 1. Early -Suppression, Fast -Response Applications: UL 1767. 2. Nonresidential Applications: UL 199. 3. Residential Applications: UL 1626. 4. Characteristics: Nominal 1/2-inch orifice with Discharge Coefficient K of 5.6, and for "Ordinary" temperature classification rating unless otherwise indicated or required by application. D. Sprinkler Finishes: 1. Chrome plated. 2. Bronze. 3. Painted. E. Sprinkler Escutcheons: Materials, types, and finishes for the following sprinkler mounting applications. Escutcheons for concealed, flush, and recessed -type sprinklers are specified with sprinklers. 1. Ceiling Mounting: Chrome -plated steel, two piece, with 1-inch vertical adjustment. 2. Sidewall Mounting: Chrome -plated steel, one piece, flat. F. Sprinkler Guards: 1. Standard: UL 199. 2. Type: Wire cage with fastening device for attaching to sprinkler. 2.011 ALARM DEVICES A. Alarm -device types shall match piping and equipment connections. B. Water -Motor -Operated Alarm: 1. Standard: UL 753. 2. Type: Mechanically operated, with Pelton wheel. 3. Alarm Gong: Cast aluminum with red -enamel factory finish. 4. Size: 10-inch diameter. 5. Components: Shaft length, bearings, and sleeve to suit wall construction. 6. Inlet: NPS 3/4. 7. Outlet: NPS 1 drain connection. C. Electrically Operated Alarm Bell: 1. Standard: UL 464. 2. Type: Vibrating, metal alarm bell. 3. Size: 6-inch minimum- diameter. 4. Finish: Red -enamel factory finish, suitable for outdoor use. D. Water -Flow Indicators: 1. Standard: UL 346. 2. Water -Flow Detector: Electrically supervised. 3. . Components: Two single -pole, double -throw circuit switches for isolated alarm and auxiliary contacts, 7 A, 125-V ac and 0.25 A, 24-V dc; complete with factory -set, field-. 13930 - 9 Lincoln Center Additions Et Renovation - 0936 0 0 adjustable retard element to prevent false signals and tamperproof cover that sends signal if removed. 4. Type: Paddle operated. 5. Pressure Rating: 250 psig. 6. Design Installation: Horizontal or vertical. E. Pressure Switches: 1. Standard: UL 346. 2. Type: Electrically supervised water -flow switch with retard feature. 3. Components: Single -pole, double -throw switch with normally closed contacts. 4. Design Operation: Rising pressure signals water flow. F. Valve Supervisory Switches: 1. Standard: UL 346. 2. Type: Electrically supervised. 3. Components: Single -pole, double -throw switch with normally closed contacts. 4. Design: Signals that controlled valve is in other than fully open position. G. Indicator -Post Supervisory Switches: 1. Standard: UL 346. 2. Type: Electrically supervised. 3. Components: Single -pole, double -throw switch with normally closed contacts. 4. Design: Signals that controlled indicator -post valve is in other than fully open position. 2.012 CONTROL PANELS A. Description: Single -area, two -area, or single -area cross -zoned control panel as indicated, including NEMA ICS 6, Type 1 enclosure, detector, alarm, and solenoid -valve circuitry for operation of deluge valves. Panels contain power supply; battery charger; standby batteries; field -wiring terminal strip; electrically supervised solenoid valves and polarized fire -alarm bell; Lamp test facility; single -pole, double -throw auxiliary alarm contacts; and rectifier. 1. Panels: UL listed and FM approved when used with thermal detectors and Class A detector circuit wiring. Electrical characteristics are 120-V ac, 60 Hz, with 24-V do rechargeable batteries. 2. Manual Control Stations: Electric operation, metal enclosure, labeled "MANUAL CONTROL STATION" with operating instructions and cover held closed by breakable strut to prevent accidental opening. 2.013 PRESSURE GAGES A. Standard: UL 393. B. Dial Size: 3-1/2- to 4-1/2-inch diameter. C. Pressure Gage Range: 0 to 250 psig minimum. D. Water System Piping Gage: Include "WATER" or "AIR/WATER" label on that face. E. Air System Piping Gage: Include retard feature and "AIR" or "AIR/WATER" label on that face. PART 3 - EXECUTION 3.01 PREPARATION A. Perform fire -hydrant flow test according to NFPA 13 and NFPA 291. Use results for system design calculations required in "Quality Assurance" Article. B. Report test results promptly and in writing. 3.02 SERVICE -ENTRANCE PIPING A. Connect sprinkler piping to water -service piping for service entrance to building. Comply with requirements for exterior piping in Division 2 Section "Facility Fire -Suppression Water -Service Piping." 13930 - 10 Lincoln Center Additions Et Renovation - 0936 B. Install shutoff valve, backflow preventer, pressure gage, drain, and other accessories indicated at connection to water -service piping. Comply with requirements for backflow preventers in Division 2 Section "Facility Fire -Suppression Water -Service Piping." C. Install shutoff valve, check valve, pressure gage, and drain at connection to water service. 3.03 WATER -SUPPLY CONNECTIONS A. Connect sprinkler piping to buildings interior water -distribution piping. Comply with requirements for interior piping in Division 15 Section "Domestic Water Piping." B. Install shutoff valve, backflow preventer, pressure gage, drain, and other accessories indicated at connection to water -distribution piping. Comply with requirements for backflow preventers in Division 15 Section "Domestic Water Piping Specialties." C. Install shutoff valve, check valve, pressure gage, and drain at connection to water supply. 3.04 PIPING INSTALLATION A. Locations and Arrangements: Drawing plans, schematics, and diagrams indicate general location and arrangement of piping. Install piping as indicated, as far as practical. 1. Deviations from approved working plans for piping require written approval from authorities having jurisdiction. File written approval with Architect before deviating from approved working plans. B. Piping Standard: Comply with requirements for installation of sprinkler piping in NFPA 13. C. Use listed fittings to make changes in direction, branch takeoffs from mains, and reductions in pipe sizes. D. Install unions adjacent to each valve in pipes NPS 2 and smaller. E. Install flanges, flange adapters, or couplings for grooved -end piping on valves, apparatus, and equipment having NPS 2-1/2 and larger end connections. F. Install "Inspector's Test Connections" in sprinkler system piping, complete with shutoff valve, and sized and located according to NFPA 13. G. Install sprinkler piping with drains for complete system drainage. H. Install sprinkler control valves, test assemblies, and drain risers adjacent to standpipes when sprinkler piping is connected to standpipes. I. Install automatic (ball drip) drain valve at each check valve for fire -department connection, to drain piping between fire -department connection and check valve. Install drain piping to and spill over floor drain or to outside building. J. Install alarm devices in piping systems. K. Install hangers and supports for sprinkler system piping according to NFPA 13. Comply with requirements for hanger materials in NFPA 13. L. Install pressure gages on riser or feed main, at each sprinkler test connection, and at top of each standpipe. Include pressure gages with connection not less than NPS 1 /4 and with soft metal seated globe valve, arranged for draining pipe between gage and valve. Install gages to permit removal, and install where they will not be subject to freezing. M. Pressurize and check preaction sprinkler system piping and air -pressure maintenance devices. N. Fill sprinkler system piping with water. 0. Install electric heating cables and pipe insulation on sprinkler piping in areas subject to freezing. Comply with requirements for heating cables in Division 15 Section "Heat Tracing for Fire -Suppression Piping' and for piping insulation in Division 15 Section "Fire -Suppression Systems Insulation." P. Install sleeves for piping penetrations of walls, ceilings, and floors. Comply with requirements for sleeves specified in Division 15 Section "Sleeves and Sleeve Seals for Fire -Suppression Piping." Q. Install sleeve seals for piping penetrations of concrete walls and slabs. Comply with requirements for sleeve seals specified in Division 15 Section "Sleeves and Sleeve Seals for Fire - Suppression Piping." R. Install escutcheons for piping penetrations of walls, ceilings, and floors. Comply with requirements for escutcheons specified in Division 15 Section "Escutcheons for Fire -Suppression Piping." 13930 - 11 Lincoln Center Additions It Renovation - 0936 0 0 3.05 JOINT CONSTRUCTION A. Install couplings, flanges, flanged fittings, unions, nipples, and transition and special fittings that have finish and pressure ratings same as or higher than system's pressure rating for aboveground applications unless otherwise indicated. B. Install unions adjacent to each valve in pipes NPS 2 and smaller. C. Install flanges, flange adapters, or couplings for grooved -end piping on valves, apparatus, and equipment having NPS 2-1/2 and larger end connections. D. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. E. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and fittings before assembly. F. Flanged Joints: Select appropriate gasket material in size, type, and thickness suitable for water service. Join flanges with gasket and bolts according to ASME B31.9. G. Threaded Joints: Thread pipe with tapered pipe threads according to ASME 61.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows: 1. Apply appropriate tape or thread compound to external pipe threads. 2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. H. Twist -Locked Joints: Insert plain end of steel pipe into plain -end -pipe fitting. Rotate retainer lugs one -quarter turn or tighten retainer pin. I. Steel -Piping, Pressure -Sealed Joints: Join lightwall steel pipe and steel pressure -seal fittings with tools recommended by fitting manufacturer. J. Welded Joints: Construct joints according to AWS D10.12M/D10.12, using qualified processes and welding operators according to "Quality Assurance" Article. 1. Shop weld pipe joints where welded piping is indicated. Do not use welded joints for galvanized -steel pipe. K. Steel -Piping, Cut -Grooved Joints: Cut square -edge groove in end of pipe according to AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and grooved -end fittings according to AWWA C606 for steel -pipe joints. L. Steel -Piping, Roll -Grooved Joints: Roll rounded -edge groove in end of pipe according to AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and grooved -end fittings according to AWWA C606 for steel -pipe grooved joints. M. Steel -Piping, Pressure -Sealed Joints: Join Schedule 5 steel pipe and steel pressure -seal fittings with tools recommended by fitting manufacturer. N. Brazed Joints: Join copper tube and fittings according to CDA's "Copper Tube Handbook," "Brazed Joints" Chapter. 0. Copper -Tubing Grooved Joints: Roll rounded -edge groove in end of tube according to AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join copper tube and grooved -end fittings according to AWWA C606 for steel -pipe grooved joints. P. Copper -Tubing, Pressure -Sealed Joints: Join copper tube and copper pressure -seal fittings with tools recommended by fitting manufacturer. Q. Extruded -Tee Connections: Form tee in copper tube according to ASTM F 2014. Use tool designed for copper tube; drill pilot hole, form collar for outlet, dimple tube to form seating stop, and braze branch tube into collar. R. Dissimilar -Material Piping Joints: Make joints using adapters compatible with materials of both piping systems. S. Plastic -Piping, Solvent -Cement Joints: Clean and dry joining surfaces. Join pipe and fittings according to the following: 1. Comply with ASTM F 402 for safe -handling practice of cleaners, primers, and solvent cements. Apply primer. 2. CPVC Piping: Join according to ASTM D 2846/1) 2846M Appendix. 3.06 VALVE AND SPECIALTIES INSTALLATION A. Install listed fire -protection valves, trim and drain valves, specialty valves and trim, controls, and specialties according to NFPA 13 and authorities having jurisdiction. 13930 - 12 Lincoln Center Additions Et Renovation - 0936 0 0 3. Section 01022, Unit Prices: Change subparagraph 1.02.A.1 to read: 111. Overruns and underruns of 18" diameter drilled piers: L.F. Overruns and underruns of 24" (DP24A) diameter drilled piers: L.F. Overruns and underruns of 24" (DP24B) diameter drilled piers: L.F. Overruns and underruns of 30" diameter drilled piers: L.F." Coordinate with the drilled pier schedule on Sheet S3.11. Provide unit prices with the bid. 4. Section 01030, Alternates: Paragraph 1.01.E: Change the statement to read: "Contract will be awarded on Lump Sum Base Bid which includes Deductive Alternates No. 1-6 in determining the Low Responsive Responsible Bidder. Add Alternates No. 7-10 will not be considered in determining the Low Responsive Responsible Bidder. Refer to Bid Form." 5. Section 01030, Alternates: Paragraph 1.02 Description of Alternates, and Bid Form: Modify the description of Alternate No. 1 as follows: Change the second sentence of subparagraph 1.02.A.1 to read: "This closure will be framed and sheathed with the specified stucco system in such a way to be removable in the future, with a 3'-0" wide x 7'-0" hollow metal door and frame installed. Door hardware shall be Group A.1." (Added later in this Addendum.) 6. Section 01040, Coordination: Delete subparagraph 1.01.B.20. The bar service equipment will be furnished and installed by the Owner by separate contract, as itemized in Section 01010, Summary of Work, paragraph 1.06.0. 7. Section 01041, Superintendent: Subparagraph 1.02.A.4: Delete the phrase "... if requested by the Owner." Superintendent qualifications should be submitted along with the General Contractor qualifications, specified in Section 01010, with the bid. 8. Section 01060, Regulatory Requirements: Paragraph 1.07.C: Clarification: The plan review fees paid for by the Owner shall include both the City of Fort Collins Building Department and Poudre Fire Authority. 9. Section 01380, Construction Photographs: Change subparagraph 1.02.A to read: "A. Except as otherwise noted, submit one (1) CD of all digital photographs." The requirement for three (3) prints of each photograph has been deleted. 10. Section 01410, Testing: Delete subparagraph 1.01.A.8. 0 9 B. Install listed fire -protection shutoff valves supervised open, located to control sources of water supply except from fire -department connections. Install permanent identification signs indicating portion of system controlled by each valve. C. Install check valve in each water -supply connection. Install backflow preventers instead of check valves in potable -water -supply sources. D. Specialty Valves: 1. General Requirements: Install in vertical position for proper direction of flow, in main supply to system. 2. Alarm Valves: Include bypass check valve and retarding chamber drain -line connection. 3. Deluge Valves: Install in vertical position, in proper direction of flow, and in main supply to deluge system. Install trim sets for drain, priming level, alarm connections, ball drip valves, pressure gages, priming chamber attachment, and fill -line attachment. 3.07 SPRINKLER INSTALLATION A. Install sprinklers in suspended ceilings in center of acoustical ceiling panels. B. Install dry -type sprinklers with water supply from heated space. Do not install pendent or sidewall, wet -type sprinklers in areas subject to freezing. C. Install sprinklers into flexible, sprinkler hose fittings and install hose into bracket on ceiling grid. 3.08 FIRE -DEPARTMENT CONNECTION INSTALLATION A. Install wall -type, fire -department connections. B. Install automatic (bat[ drip) drain valve at each check valve for fire -department connection. 3.09 IDENTIFICATION A. Install labeling and pipe markers on equipment and piping according to requirements in NFPA 13. B. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Division 16 Section "Electrical Identification." 3.010 FIELD QUALITY CONTROL A. Perform tests and inspections. B. Tests and Inspections: 1. Leak Test: After installation, charge systems and test for leaks. Repair leaks and retest until no leaks exist. 2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. 3. Flush, test, and inspect sprinkler systems according to NFPA 13, "Systems Acceptance" Chapter. 4. Energize circuits to electrical equipment and devices. 5. Coordinate with fire -alarm tests. Operate as required. 6. Coordinate with fire -pump tests. Operate as required. 7. Verify that equipment hose threads are same as local fire -department equipment. C. Sprinkler piping system will be considered defective if it does not pass tests and inspections. D. Prepare.test and inspection reports. 3.011 CLEANING . A. Clean dirt and debris from sprinklers. B. Remove and replace sprinklers with paint other than factory finish. 13930 - 13 Lincoln Center Additions It Renovation - 0936 • • 3.012 PIPING SCHEDULE A. Piping shall match the piping type and fitting type currently installed in the building if that matches any of the following. If existing piping does not conform to the following, use any of the following. B. Piping between Fire -Department Connections and Check Valves: Galvanized, standard -weight steel pipe with threaded ends; cast-iron threaded fittings; and threaded or grooved ends; grooved -end fittings; grooved -end -pipe couplings; and grooved joints. C. Sprinkler specialty fittings may be used, downstream of control valves, instead of specified fittings. D. Copper -tube, extruded -tee connections may be used for tee branches in copper tubing instead of specified copper fittings. Branch -connection joints must be brazed. E. Standard -pressure, wet -pipe sprinkler system, NPS 2 and smaller, shall be the following: 1. Standard -weight or Schedule 30, black -steel pipe with threaded ends; uncoated, gray - iron threaded fittings; and threaded joints. 2. Standard -weight or Schedule 30, galvanized -steel pipe with threaded ends; galvanized, gray -iron threaded fittings; and threaded joints. 3. Standard -weight or Schedule 30, black -steel pipe with plain ends; uncoated, plain -end - pipe fittings; and twist -locked joints. 4. Standard -weight or Schedule 30, galvanized -steel pipe with plain ends; galvanized, plain -end -pipe fittings; and twist -locked joints. 5. Standard -weight or Schedule 30, black -steel pipe with cut- or roll -grooved ends; uncoated, grooved -end fittings for steel piping; grooved -end -pipe couplings for steel piping; and grooved joints. 6. Standard -weight or Schedule 30, galvanized -steel pipe with cut -grooved ends; galvanized, grooved -end fittings for'steel piping; grooved -end -pipe couplings for steel piping; and grooved joints. 7. Standard -weight or Schedule 30, black -steel pipe with plain ends; steel welding fittings; and welded joints. 8. Thinwall Schedule 10, black -steel pipe with roll -grooved ends; uncoated, grooved -end fittings for steel piping; grooved -end -pipe couplings for steel piping; and grooved joints. 9. Thinwall Schedule 10, black -steel pipe with plain ends; uncoated, plain -end -pipe fittings; and twist -locked joints. 10. Thinwall Schedule 10, black -steel pipe with plain ends; welding .fittings; and welded joints. 11. Type L, hard copper tube with plain ends; cast- or wrought -copper solder -joint fittings; and brazed joints. 12. Type L, hard copper tube with plain ends; copper pressure -seal fittings; and pressure - sealed joints. 13. NPS 2, Type L, hard copper tube with roll -grooved ends; copper, grooved -end fittings; grooved -end -tube couplings; and grooved joints. F. Standard -pressure, wet -pipe sprinkler system, NPS 2-1/2 to NPS 4, shall be the following: 1. Standard -weight or Schedule 30, black -steel pipe with threaded ends; uncoated, gray - iron threaded fittings; and threaded joints. 2. Standard -weight or Schedule 30, galvanized -steel pipe with threaded ends; galvanized, gray -iron threaded fittings; and threaded joints. 3. Standard -weight or Schedule 30, black -steel pipe with cut- or roll -grooved ends; uncoated, grooved -end fittings for steel piping; grooved -end -pipe couplings for steel piping; and grooved joints. 4. Standard -weight or Schedule 30, galvanized -steel pipe with cut -grooved ends; galvanized, grooved -end fittings for steel piping; grooved -end -pipe couplings for steel piping; and grooved joints. 5. Standard -weight or Schedule 30, black -steel pipe with plain ends; steel welding fittings; and welded joints. 6. Thinwall Schedule 10, black -steel pipe with roll -grooved ends; uncoated, grooved=end fittings for steel piping; grooved -end -pipe couplings for steel piping; and grooved joints. 13930 - 14 Lincoln Center Additions Et Renovation - 0936 7. Thinwall Schedule 10 black -steel pipe with plain ends; welding fittings; and welded joints. 8. Type L, hard copper tube with plain ends; cast- or wrought -copper solder -joint fittings; and brazed joints. 9. Type L, hard copper tube with plain ends; copper pressure -seal fittings; and pressure - sealed joints. 10. Type L, hard copper tube with roll -grooved ends; copper, . grooved -end fittings; grooved -end -tube couplings; and grooved joints. G. Standard -pressure, wet -pipe sprinkler system, NPS 5 and larger, shall be the following: 1. Standard -weight or Schedule 30, black -steel pipe with threaded ends; uncoated, gray - iron threaded fittings; and threaded joints. 2. Standard -weight or Schedule 30, galvanized -steel pipe with threaded ends; galvanized, gray -iron threaded fittings; and threaded joints. 3. Standard -weight or Schedule 30, black -steel pipe with cut- or roll -grooved ends; uncoated, grooved -end fittings for steel piping; grooved -end -pipe couplings for steel piping; and grooved joints. 4. Standard -weight or Schedule 30, galvanized -steel pipe with cut -grooved ends; galvanized, grooved -end fittings for steel piping; grooved -end -pipe couplings for steel piping; and grooved joints. 5. Standard -weight or Schedule 30, black -steel pipe with plain ends; steel welding fittings; and welded joints. 6. Thinwall Schedule 10, black -steel pipe with roll -grooved ends; uncoated, grooved -end fittings for steel piping; grooved -end -pipe couplings for steel piping; and grooved joints. 7. Thinwall Schedule 10, black -steel pipe with plain ends; welding fittings; and welded joints. 3.013 SPRINKLER HEAD SCHEDULE A. Recessed pop down type sprinkler heads shall be used in the following rooms. 1. FIRST FLOOR PLAN a. 100 VESTIBULE b. 101 WOMENS C. 102 MENS d. 105 GALLERY e. 108 HALL f. 109 VESTIBULE g. 110 TICKETS h. 111 OFFICE i. 112 STORAGE j. 113 MAIN LOBBY k. 113A SOUTH LOBBY 1. 114 BAR M. 116 HOUSE MANAGER OFFICE n. 117MENS o. 118 FAMILY R.R. p. 119 WOMENS q. 120 VESTIBULE r. 121 GREEN RM S. 168 RENOVATED CANYON WEST t. 170 WOMENS U. 171 MENS V. 172 VESTIBULE W. 174 HALL X. 178 RENOVATED COLUMBINE ROOM Y. 179 NORTH LOBBY Z. 180 BAR aa. 181 VESTIBULE 13930 - 15 Lincoln Center Additions Et Renovation - 0936 bb. 187 VOMITORIUM 01 CC. 188 VOMITORIUM 02 dd. 189 HALL SECOND FLOOR a. 204 BAR / CATERING b. 205 UPPER LOBBY C. 206 HALL d. 207 MENS e. 209 WOMENS END OF SECTION 13930 - 16 Lincoln Center Additions Et Renovation - 0936 LEED for New Construction v 2.2 Registered Project Checklist Project Name: Lincoln Center Additions and Renovation -100% Construction Documents Project Address: Fort Collins, Colorado Yes ? No 40 8 21Project Totals• •• Points GOLD Certified: 26-32 points Silver: 33-38 points Gold: 39-51 points Platinum: 52-69 points Yes ? No 10 2 1 2 1 r — -� i7 I - -7 f l 0 1: Prereq 1 Construction Activity Pollution Prevention Required Credit 1 Site Selection 1 Credit 2 Development Density & Community Connectivity 1 Credit 3 Brownfield Redevelopment t Credit 4.1 Alternative Transportation, Public Transportation 1 Credit 4.2 Alternative Transportation, Bicycle Storage & Changing Rooms 1 Credit 4.3 Alternative Transportation, Low -Emitting & Fuel Efficient Vehicles 1 Credit 4A Alternative Transportation, Parking Capacity 1 Credit 5.1 Site Development, Protect or Restore Habitat 1 Credit 5.2 Site Development, Maximize Open Space 1 Credit 6.1 Stormwater Design, Quantity Control 1 Credit 6.2 Stormwater Design, Quality Control 1 Credit 7.1 Heat Island Effect, Non -Roof 1 Credit 7.2 Heat Island Effect, Roof 1 Credit 8 Light Pollution Reduction 1 • Water Efficiency 5 Polrts . r. Powered by Adobe- LiveCycle- Credit 1.1 Water Efficient Landscaping, Reduce by 50% 1 Credit 1.2 Water Efficient Landscaping, No Potable Use or No Irrigation 1 Credit 2 Innovative Wastewater Technologies 1 Credit 3.1 Water Use Reduction, 20% Reduction 1 Credit 3.2 Water Use Reduction, 30% Reduction 1 Last Modified: May 2008 1 of 4 LEED for New Construction v 2.2 Registered Project Checklist ©©0�'Ener9Y:&Atmosphere;' . .'1`Z Points`x Prereq 1 Fundamental Commissioning of the Building Energy Systems Required Prereq 1 Minimum Energy Performance Required Prereq 1 Fundamental Refrigerant Management Required *Note for EAc7: All LEED for New Construction projects registered after June 26, 2007 are required to achieve at least two (2) points 14 it Credit 1 Optimize Energy Performance 1 to 10 Credit 1.1 10.5% New Buildings / 3.5% Existing Building Renovations 1 Credit 2 Credit 3 Credit 4 Credit 5 Credit 6 Powered by Adobe- LiveCycle- "> Credit 1.2 14% New Buildings / 7% Existing Building Renovations 2 Credit 1.3 17.5% New Buildings / 10.5%Existing Building Renovations 3 Credit 1.4 21% New Buildings / 14% Existing Building Renovations 4 Credit 1.5 24.5% New Buildings / 17.5% Existing Building Renovations 5 Credit 1.6 28% New Buildings / 21 % Existing Building Renovations 6 Credit 1.7 31.5% New Buildings / 24.5% Existing Building Renovations 7 Credit 1.8 35% New Buildings / 28% Existing Building Renovations 8 Credit 1.9 38.5% New Buildings / 31.5% Existing Building Renovations 9 Credit 1.10 42% New Buildings / 35% Existing Building Renovations 10. On -Site Renewable Energy 1 to 3 Credit 2.1 2.5% Renewable Energy 1 Credit 2.2 7.5% Renewable Energy 2 Credit 2.3 12.5%Renewable Energy 3 Enhanced Commissioning 1 Enhanced Refrigerant Management 1 Measurement & Verification 1 Green Power 1 Last Modified: May 2008 2 of 4 LEED for New Construction v 2.2 Registered Project Checklist Yes ? No 1 I .'J - i —- r - i_ Yes ? No '777i77-71 k t T -"- 77 7 Powered by Adobe- LiveCycle- Prereq 1 Storage & Collection of Recyclables Required Credit 1.1 Building Reuse, Maintain 75% of Existing Walls, Floors & Roof 1 Credit 1.2 Building Reuse, Maintain 95%of Existing Walls, Floors & Roof 1 Credit 1.3 Building Reuse, Maintain 50% of Interior Non -Structural Elements 1 Credit 2.1 Construction Waste Management, Divert 50% from Disposal 1 Credit 2.2 Construction Waste Management, Divert 75% from Disposal 1 Credit 3.1 Materials Reuse, 5% 1 Credit 3.2 Materials Reuse, 10% 1 Credit 4.1 Recycled Content, 10% (post -consumer+ 1/2 pre -consumer) 1 Credit 4.2 Recycled Content, 20% (post -consumer+ 1/2 pre -consumer) 1 Credit 5.1 Regional Materials, 10% Extracted, Processed & Manufactured 1 Credit 5.2 Regional Materials, 20% Extracted, Processed & Manufactured 1 Credit 6 Rapidly Renewable Materials 1 Credit 7 Certified Wood 1 Prereq 1 Minimum IAQ Performance Required Prereq 2 Environmental Tobacco Smoke (ETS) Control Required Credit 1 Outdoor Air Delivery Monitoring 1 Credit 2 Increased Ventilation 1 Credit 3.1 Construction IAQ Management Plan, During Construction 1 Credit 3.2 Construction IAQ Management Plan, Before Occupancy 1 Credit 4.1 Low -Emitting Materials, Adhesives & Sealants 1 Credit 4.2 Low -Emitting Materials, Paints & Coatings 1 Credit 4.3 Low -Emitting Materials, Carpet Systems 1 Credit 4.4 Low -Emitting Materials, Composite Wood & Agrifiber Products 1 Credit 5 Indoor Chemical & Pollutant Source Control 1 Credit 6.1 Controllability of Systems, Lighting 1 Credit 6.2 Controllability of Systems, Thermal Comfort 1 Credit 7.1 Thermal Comfort, Design 1 Credit 7.2 Thermal Comfort, Verification 1 Credit 8.1 Daylight & Views, Daylight 75% of Spaces 1 Credit 8.2 Daylight & Views, Views for 90% of Spaces 1 Last Modified: May 2008 3 of 4 LEED for New Construction v 2.2 Registered Project Checklist {{ S Powered by Adobe- LiveCycle- Innovation'& Design- rocess 5; Points . Credit 1.1 Innovation in Design: Water Eff. > 40% (replace all toilets & urinals) 1 Credit 1.2 Innovation in Design: Green Cleaning/Purchase Policy 1 Credit 1.3 Innovation in Design: Infrared Thermography 1 Credit 1.4 Innovation in Design: Green Education or Recycled > 30% 1 Credit 2 LEED° Accredited Professional 1 Last Modified: May 2008 4 of 4 CJ • SECTION 07717 THERMAL AND AIR BARRIER WALL SYSTEM (Attachment to Addendum No. 1) 2.03 SPRAY POLYURETHANE FOAM AIR BARRIER - TOP OF WALL CAVITIES A. General: Two -component, quick cure spray polyurethane cellular plastic foam, intended to expand and fill cavities, penetrations and cracks, complying with the following methods and meeting the following physical properties: 1. Core Density (ASTM D1622): Nominal 1.75 lbs./cu. ft. 2. Thermal Resistance (ASTM C518): 1400 F/90-day aged R-value, measured at 75, F mean temperature: Minimum R-5.35/inch. 3. Flame Spread: (ASTM E84, Class A): 25 or less. 4. Smoke Developed (ASTM E84, Class A): 350 or less. 5. Compressive Strength (ASTM D1621, 10% parallel to rise): 21.1 psi minimum. 6. Tensile Strength (ASTM D1623, parallel): 26.7 psi minimum. 7. Water Absorption by Volume (ASTM D2842): 2.17% maximum. 8. Water Vapor Permeability (ASTM E96): 3.9 perm -inches maximum. B. Performance Criteria: 1. Class 1, not more than 25 flame spread index and 350 smoke developed index, classified at maximum thickness per UL 723 criteria or ASTM E84 criteria. 2. Fire Performance Evaluation as a component of an NFPA 285 approved wall assembly, per requirements of the International Building Code. C. LEED Design Criteria: None. D. Approved System: Formulation required will be dependent upon surface temperature of substrate. Refer to manufacturer's recommendations. 1. Thermal Resistance (ASTM C518): 1400 F/90-day aged R-value, measured at 750 F mean temperature: Minimum R-5.35/inch. 2. Maximum/Nominal 1-1/2" Thickness: Thermal Resistance (ASTM C518): 140' F/90-day aged R-value, measured at 750 F mean temperature: Minimum R-8.0. E. Approved Manufacturers: 1. Froth -Pak by Dow Chemical Co., Midland, MI, (800) 232-2436, as the basis of design. 2. Manufacturers providing materials of same function and performance are acceptable. 3.03 INSTALLATION OF SPRAY POLYURETHANE FOAM A. Preparation: Ensure that all sheathing, insulation and rainscreen assembly attachments are completed and approved prior to application of spray polyurethane foam. 1. Mask and cover adjacent areas to protect from overspray. 2. Apply primers for special conditions as recommended by manufacturer. 3. Cover wide joints with transition sheet membrane as recommended by manufacturer. 4. Clean work area prior to application of sprayed insulation. 5. Verify substrate temperature meets manufacturer's requirements for specific formulations used. 6. Ensure that all stud cavity firestopping is installed prior to application of spray foam. B. Application to Interior of Exterior Structural Metal Framing: Spray -apply polyurethane foam in accordance with ASTM C1029 and manufacturer's installation guidelines. 1. Apply spray polyurethane foam by picture framing around the interior studs at the insulated sheathing -steel stud interface and one pass across all board joints and penetrations. 2. Finish applying spray polyurethane foam with one pass not exceeding 1-1 /2" in thickness. 07212 - 1 Two passes are acceptable to reach maximum thickness of 1-1/2". 3. Avoid formation of sub -layer air pockets. 4. Apply spray polyurethane foam in overlapping layers, in a manner to obtain a smooth, uniform surface. Total thickness as indicated. 5. Maintain 3" minimum clearance around chimneys, heating vents; flues, steam pipes, recessed lighting fixtures and other heat sources. 6. Do not apply spray polyurethane foam to inside of exit openings or electrical junction boxes. 7. Maintain a continuous layer of spray foam from floor to floor to roof to complete air barrier. 8. Site Tolerances: Maximum Variation in Applied Thickness: -1 /4"/+5/8". Application in Parapets to Seal Tops of Metal Framed Wall Cavities: Spray -apply polyurethane foam in accordance with ASTM C1029 and manufacturer's installation guidelines. 1. Apply spray polyurethane foam at the top of all exterior framed wall cavities, as shown on the Drawings. 2. Finish applying spray polyurethane foam with one pass not exceeding 1-1 /2" in thickness. Two passes are acceptable to reach maximum thickness of 1-1/2". 3. Avoid formation of sub -layer air pockets. 4. Apply spray polyurethane foam in overlapping layers, in a manner to obtain a smooth, uniform surface. Total thickness as indicated. 5. Maintain a continuous layer of spray foam to complete air barrier. 6. Site Tolerances: Maximum Variation in Applied Thickness: -1 /4"/+5/8". 07212 - 2 0 0 11. Section 01520, Construction Equipment and Aids: Delete paragraph 2.04. 12. Section 01810, Commissioning and applicable Sections of Divisions 15 and 16: This section is included only for the information of the Bidders. Commissioning will be provided by the Owner by separate contract, as itemized in Section 01010, Summary of Work, paragraph 1.06.P. 13. Section 02780, Interlocking Concrete Pavers: Delete subparagraph 1.03.E in its entirety. There will be no requirement that the Installing Contractor be certified by the Interlocking Concrete Pavement Institute. 14. Section 03355, Specialty Integral Concrete Flatwork Finishes: Delete subparagraph 2.01.E. Dry powder color additive is specified in Section 03450, Architectural Precast Concrete. 15. Section 05521, Pipe and Tube Railings and Guardrails: Delete subparagraph 1.01.E.7. This section was not used. 16. Section 05521, Pipe and Tube Railings and Guardrails: Paragraph 2.01: Add the following subparagraph 2.01.1 to read: "I. Perforated Steel Plate: Perforated steel panels, 1/4" thick, with 1/2" diameter perforations at 1-3/4" straight line centers, by McNichols Co., Tampa, FL, (800) 237-3820, or equal." These panels are used at the north roof garden stairwell, and will be mounted parallel to the run of the stair as shown on the Drawings. 17. Sections 05521, Pipe and Tube Railings and Guardrails, and 05720, Ornamental Metal/Glass Railings and Guardrails: Clarification: The stainless steel pipe handrails specified in Section 05521, paragraph 2.01.6, are intended to be by the same manufacturer, and mounted with the same rail support brackets as the component -based railing systems specified in Section 05720. 18. Section 05720, Ornamental Metal/Glass Railings and Guardrails: Paragraph 1.06: Required warranty for the component -based railing systems shall be two (2) years. 19. Section 05999, Miscellaneous Metals: Paragraph 4.01: Add subparagraph D. to read: "D. Steel tube posts for mounting power -assist door operator switches." 20. Section 06160, Exterior Glass Mat Gypsum Sheathing: Paragraph 2.02: Delete subparagraph 2.02.G regarding insect screening. Paragraph 3.01: Delete subparagraph 3.01.D. regarding insect screening. 21. Section 07212, Thermal and Air Barrier Wall System: Add new paragraphs 2.03 and 3.03, attached. • 0 K UNIT A 12KN510N PLAN - F1F,5f FLOOp :ING ,._NT CLAMP, 5EE 5PEG. 2 ML FPONf CLAMP Af GLAZING © ALLER-LINGLE-MASSEY 2010 GALLERY u�• _r.n__-dssaer SK 01 nos! ALL GLA55 5TOREFRONT - PLANS 6 " DETAILS _ 90 DEGREE MALL FRONT CLAMP, BEE 5PEG. MALL Ff?ONf CLAMP Af WALL LINCOLN CENTER ADDITIONS & RENOVATION CITY OF FORT COLLINS 417 W. MAGNOLIA, FORT COLLINS, COLORADO r • © ALLER-LINGLE-MASSEY 2010 SK02 GALLERY f� (1os) _ ALL GLASS -� STOREFRONT 1r,. } - ELEVATION LINCOLN CENTER ADDITIONS & RENOVATION CITY OF FORT COLLINS 417 W. MAGNOLIA, FORT COLLINS, COLORADO r E PNT. STEEL P05T WITH H.G. DOOR OPERATOR PADDLE/ ' ON ONE SIDE, SEE 5PEG. PNT. STEEL TUBE P05T WITH H.G. DOOR / OPERATOR PADDLE ON BOTH SIDES, SEE 5PEG. VESTIBULE n / / 1-72 EW5 SLAB BLOCK OUT, TYP. N r EW1 1 1 F.E. GAB. — WALL MTD. H.G. DOOR OPERATOR PADDLE, SEE 5PEG. UNIT C FNLAP6FP PLAN - FlP5T FL00P, PAINTED 5TEELTUBE P05T WITH H.G. DOOR OPERATOR PADDLE ON ONEW SIDE 109-4 — SLAB BLOCK OUT, TYP. VESTIBULE /10�95 109 PNT. STEEL TUBE POST WITH H.G. DOOR OPERATOR PADDLE5 ON BOTH SIDES, SEE SPEC. 101 PAINTED STEEL TUBE P05T WITH H.G. DOOR / OPERATOR PADDLE ON ONE SIDE, SEE SPEC. UNIT A �NLAVCZP PLAN - FII?5f FOR © ALLER-LINGLE-MASSEY 2010 SK 03 H.G. DOOR :Fcr —=c—g OPERATORS FIELD VERIFY EXACT DOOR OPERATOR LOCATIONS W/ ARCHITECT IN FIELD LINCOLN CENTER ADDITIONS & RENOVATION CITY OF FORT COLLINS 417 W. MAGNOLIA, FORT COLLINS, COLORADO r TOP CLOSURE PLATE, FULLY WELDED DOOR OPERATOR PADDLE, SEE SPEC. 2"Xb" STEEL POST, PAINT, BLOCK OUT SLAB FOR POSTS, m EMBED MIN. 5" INTO PIER, GOAT BELOW GRADE W/ ASPHALTIC PAINT �t I GONG. PIER O L J in f—'L A- l'- 0" DIA. POOP, OP�PWorP,,, P05f SK o / SCALE: WALL MOUNTED H.G. DOOR OPERATOR PADDLE 0 N VESTIBULE Fl-20-1 PNT. STEEL P05T WITH H.G. DOOR OPERATOR PADDLE ON BOTH SIDES, 5EE SPEC. \ NI O SLAB BLOCK OUT. TYP. PNT. STEEL P05T WITH H.G. DOOR OPERATOR PADDLE ON ONE SIDE, 5EE SPEC. UNIT P %N APCZP PLAN - FIf?5f FI.001P, SCALE: © ALLER-LINGLE-MASSEY 2010 SK04 ALLER. _E(3-=.,.A6UEf Av H.G. DOOR :Fcr-=cs (-� OFFJRATOR5 MWECT FIELD VERIFY EXACT DOOR OPERATOR LOCATIONS W/ ARCHITECT IN FIELD LINCOLN CENTER ADDITIONS & RENOVATION CITY OF FORT COLLINS 417 W. MAGNOLIA, FORT COLLINS, COLORADO • 11 110 CO ALLER-LINGLE-MASSEY 2010 ID -ADD WALL FINISH FOR FRONT #1 OFFICE FILE *ALL WALLS TO BE PAINTED PT-300 * STORAGE 112 TORA& LINGLE•MASSEY /II,�� LINCOLN CENTER ADDITIONS & RENOVATION ARCHITECTS PC '44W CITY OF FORT COLLINS 417 W. MAGNOLIA, FORT COLLINS, COLORADO ricca newmark d�dgn O ALLER-LINGLE-MASSEY 2010 ID -ADD sOFFIT CHANGE AT #1 VOMITORIUM (D�5 r: yr LINGLE•MASSEV (IIV) LINCOLN CENTER ADDITIONS & RENOVATION ARCHITECTS Pc CITY OF FORT COLLINS ritta rwwmark daalgn 417 W. MAGNOLIA, FORT COLLINS, COLORADO CO ALLER-LINGLE-MASSEY2010 ID -ADD 5OFFIT CHANGE AT #1 VOMITORIUM 3 VOM11'OpIUM • LINGLE • MASSEY �I� J� ARCHITECTS P.C. LINCOLN CENTER ADDITIONS & RENOVATION CITY OF FORT COLLINS rICCa newmark d—ign 417 W. MAGNOLIA, FORT COLLINS, COLORADO CO ALLER-LINGLE-MASSEY 2010 ID -ADD PENDANT #1 LOCATION �, MAIN I.O�C�Y p�NnAN�' �OCA�10N • LINGLE CHITEC• MASSEVTS �I AR P.C. LINCOLN CENTER ADDITIONS & RENOVATION CITY OF FORT COLLINS rICW newmark d*slgn 417 W. MAGNOLIA, FORT COLLINS, COLORADO 0 • ME mom= I I PT -339 > "ISO I u i Iloilo IN 011ml INS mmimms,mill INN RB-200 '-- T-307 (T-)_50FFIf PfV1510N UVA110N �ckr�: v 4" - P PT-300 © ALLER-LINGLE-MASSEY 2010 ID -ADD SOFFIT LER•LINGLE•MASSEY /Ip�� LINCOLN CENTER ADDITIONS & RENOVATION #1 CHANGE AT ARCHITECTS ( I 'cW newmark VOMITORIUM Pc CITY OF FORT COLLINS design 417 W. MAGNOLIA, FORT COLLINS, COLORADO "� • • 12'-0" AFF PT-400 B.O. ACT CEILING SIGNAGE ___------ 10'-10"AFF _ PT-400 RE: MANUFACTURE PT-400 - - B.O. GYP SOFFIT AFF jl;l;lll;==_;Ijl l;ljl,lj = _ jljlll,l,ljl = jl l;ijl;l.jl I,I;Ijl,l,l, _: Ijljl jl -\ B.O. GYP SOFFIT =-- IIII - _-- _ - I II - IIIIII I IIIIII- I IIIIII -- B.O. GYP SOFFIT IIIIIII = - PT-339 ��llllll IIIII � IIIIII IIIIII - - II I H WS`302 IIII IIIIII IIIIII = .III I 11III IIIIII.- IIIIII - - II I IIII IIIIII._IIIiII _ _ III I IIIIII - -IIIIII = I III- 1- _.II - IIIIII-- II I - -:- ;Ijljljlj YYjijj :- �jjjIi�j�j�j -- _: I;I;I ;I 0'-0' AFF RB-200 RB-200 T-307 T.O. FINISHED FLOOR 6Vo�mjf 1?FV1510N UVAWN CO ALLER-LINGLE-MASSEY 2010 ID -ADD SOFFIT ER•LINGLE.MASSEY /II,�� LINCOLN CENTER ADDITIONS & RENOVATION . CHANGE AT ARCHITECTS ( ricca 1wwmark #1 VOMITORIUM P.C.'Row CITY OF FORT COLLINS 417 W. MAGNOLIA, FORT COLLINS, COLORADO - " 0 0 22. Section 07430, Composite Facade Panel System: Subparagraph 2.01.C.4.c: Change wording of subparagraph to read: "Amber" — M06.4.1/RT (30% of total)." 23. Section 07765, Precast Concrete Roof Pavers — Open Joint Pedestal Mount: Paragraph 1.06: Required warranty for the pedestal mount paver system shall be three (3) years. 24. Section 07765, Precast Concrete Roof Pavers — Open Joint Pedestal Mount: Add Paragraph 1.07 as follows: "1.07 DESIGN CRITERIA A. General: Precast concrete roof paver system shall be designed and fabricated to support the following: 1. Dead Load: 40 lbs./sq. ft. minimum 2. Live Load: 100 lbs./sq. ft. minimum, non -reducible." 25. Section 08350, Steel Side -Folding Fire Doors: Paragraph 2.01.P, Approved Manufacturers: Tranzform Fire Door, Model ERP10 by Cornell is added as an approved manufacturer, provided the door will also function as a security/access door with keyed switch. 26. Section 08450, All -Glass Entrances and Storefronts: Delete subparagraphs 3.02.D.1 and 3.02.D.2: Glass stabilizing fins and continuous jamb rails are not required. 27. Section 08450, All -Glass Entrances and Storefronts: Change subparagraph 2.01.E.1. to read: 11 1. Provide 900 and custom- or field -bent angle clamps as required by project conditions." 28. Section 08700, Finish Hardware: Change subparagraphs 2.03.A.4 and 2.03.A.5 to read: 4. Panic Set, Rim Type: Von Duprin 98 Series, with lever trim. 5. Panic Set, Vertical Rod Type, Surface -Mounted: Von Duprin 98 Series, with lever trim." 29. Section 08700, Finish Hardware: Paragraph 2.04: Clarification: In subparagraph 2.04.6.2 Power Supply: Both 9-volt battery and hardwired with 9-volt battery back-up will be used. Door #105-2 will use only 9-volt battery power. Door #168-5 will be hardwired with battery back-up. 30. Section 08700, Finish Hardware: Part 4, Hardware Groups: Modify hardware Group A as follows: Delete reference to rim type panic set with lever trim for Door #126. Door #126 will have a rim type panic set with no exterior trim. • 9'-6' AFF B.O. GYP CEILING WC-315 i BUY OUT ABINETS--/ BY OWNER / SS-318 WC-315 / 1 BUY OUT CABINETS--/ ID 157 0'-0° AFF RB-200 T.O. FINISHED FLOOR © ALLER-LINGLE-MASSEYMO ID -ADD REFERANCE TAG5 FOR #1 BUYOUT CAEMNET5 LINGLE•MASSEY /LINCOLN CENTER ADDITIONS & RENOVATION ARCHITECTS P.C.Now CITY OF FORT COLLINS 417 W. MAGNOLIA, FORT COLLINS, COLORADO ricca newmark PT-400 PAINT ON TWO LAYERS OF GYP.BD. TO ALLOW CURVATURE LED COVE LIGHT W/ REFLECTOR, - REFER TO ELEC. DWGS. PT-400 PAINT ON TWO LAYERS OF GYP.BD. TO ALLOW CURVATURE 24 .. ..._. .;s. ..:...,... ::.-,: .:.-: B.O. A.C.T. 17-0' A.F.F. ACT-400 FRAMING AS REQUIRED - 8.0. GYRED. 10'-10" A.F.F. 6' 9' 6' 9' ADDITIONAL BLOCKING FOR THEATER SIGNAGE THEATER SIGNAGE LOCATIONS. ELECTRICAL REQUIRED COORDINATE WITH SIGNAGE MANUFACTURE PT-400 PAINT ON TWO LAYERS OF GYP.BD. TO ALLOW CURVATURE B.O. GYP.BD. 9.0' A.F.F. PT-400 PAINT ON 5/8'GYP.BD. CO ALLER-LINGLE-MASSEY2010 ID -ADD SOFFIT CHANGE AT #1 vOMITORIUM LINGLE. MASSEY �I�1,1 LINCOLN CENTER ADDITIONS $ RENOVATION ARCHrrECTS PC 'qw CITY OF FORT COLLINS 417 W. MAGNOLIA, FORT COLLINS, COLORADO RCCa I ewmark deign 31. Section 08700, Finish Hardware: Part 4, Schedules: Add new Hardware Group A.1to read: "Group A-1 South Entrance to Green Room/Hall 1-1/2 pr. Hinges 1 ea. Rim type panic set with lever trim 1 ea. Electric strike 1 ea. Card/fob access control 1 ea. Closer 1 ea. Door stop 1 ea. Threshold 1 ea. Door sweep 1 set Weatherstripping" 32. Section 08800, Glass and Glazing: Delete subparagraph 2.04.C. 33. Section 08910, Glazed Aluminum Curtain Walls: Part 4, Schedules: For rim -type panic sets in both Hardware Group AA and BB, delete reference to "integral concealed panel type". 34. Section 09900, Exterior Painting: Delete subparagraphs 3.02.C.1, 3.02.C.3, 3.02.C.4, and 3.02.C.7; and subparagraphs 3.02.K.1, 3.02.K.3 and 3.02.K.4. These items do not apply to exterior painting. 35. Section 09900, Exterior Painting: Change subparagraph 4.01.D.4 for the existing prefinished metal roofing to read: "4. Product: S-W Industrial Enamel, or product as recommended by the manufacturer/ supplier." 36. Section 10170, Solid Phenolic Plastic Toilet Partitions: Page 2, Products: Bradley is added as an approved fabricator, provided the specified Trespa product and color is used. 37. Section 10520, Fire Protection Specialties: Paragraph 2.03, Key Access Box: Make the following changes: a. Subparagraph A: The new knox box shall be fully -recessed style, mounted in the composite facade panel system as shown on the Drawings. There is also one (1) existing surface -mounted box that will be salvaged from demolition and relocated as indicated below. b. Subparagraph B: Change two (2) to one (1) new knox box. One existing knox box will also be salvaged and relocated. C. Subparagraph B: The locations of the knox boxes shall be as follows: 1) The existing surface -mounted style box shall be relocated to the exterior wall of the Receiving Room #144 (existing fire sprinkler equipment). 2) The new recessed style box shall be located in the exterior wall outside Vestibule #172 at the Conference Entry. L I • DRAWINGS Sheet 11.0, General Irrigation System Notes: Clarification: There are no as-builts of the existing site irrigation system. The proposed irrigation system will be installed independently of the existing system. The existing system will be abandoned in place. 2. Sheet D1.1, Demolition Notes: Demo Note D43: Change wording to read: "Remove gypsum sheathing, non -load -bearing subframing, recessed can downlights, speakers, projection screen, and other miscellaneous materials or equipment from existing forestage canopy. Existing structural steel superstructure shall remain. Leave existing proscenium and stage walls prepped for new work. Salvage the can lights, speakers and projection screen and turn over to the City." 3. Sheet A1.2A, Enlarged Floor Plan Add the attached drawings SK01 and SK02 showing mall front clamp details. 4. Sheet A.1.2.A, B and C, Enlarged Floor Plans: Add the attached drawings SK03 and SK04 showing locations and materials for mounting the specified power -assist door operator switches. 5. Sheet A1.6, Enlarged Plan — Mini Theater 1/A1.6: In Renovated Mini Theater #182, add note that existing carpeting adhesive is to be cleaned from the existing, lower -tier concrete risers of the seating area. The existing concrete slab in the seating areas will remain exposed .in the finished project and only the aisles will receive new carpet runners. 6. Sheet A1.7, 4/A1.7, Unit C — Enlarged Administration Bathroom Floor Plan: Clarification: The improvements shown for the enlarged restroom plan for the administration area are a Bid Alternate, as described in Section 01030, Alternate No. 7 (Add). 7. Sheet A9.0, Door Schedule: Door #115: Change door type to "A", delete louvers and add 45-minute fire rating. 8. Sheet A9.0, Door Schedule: Doors #122-1 and 122-2: Change door hardware group to A.1, as itemized elsewhere in this Addendum. 9. Sheet A9.1, All -Glass Storefront Elevation 11: Disregard detail tags on this drawing. These will be replaced with the attached drawings SK03 and SK04. 10. Sheets ID-100.1, 103.1, 120, 121 and 155: Refer to the attached drawings for additional information. u E ATTACHMENTS 1. Section 13930, Wet -Pipe Fire -Suppression Sprinklers. 2. LEED Checklist to be added at the end of Section 01015, LEED Requirements. 3. Section 07212, Thermal and Air Barrier Wall System, new paragraphs 2.03 and 3.03. 4. SK01 and SK02, Mall Front Clamp Details. 5. SK03 and SK04, Power -Assist Door Operator Details. 6. 1/0-Add1, Office wall finish. 7. 2/ID-Add1, Revised South Soffit at main theater entry. 8. 3/ID-Add1, Revised North Soffit at main theater entry. 9. 4/0-Add1, Pendant location and soffit revision. 10. 5/0-Add1, Soffit revision Elevation. 11. 6/ID-Add1, Soffit revision Elevation. 12. 7/0-Add1, Detail reference. 13. 8/0-Add1, Revised soffit detail. 13. Pre -Bid Conference Attendance Sheet Please contact John D. Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. where renewal.is a way of life u • PART 1 -GENERAL 1.01 RELATED DOCUMENTS SECTION 13930 WET -PIPE FIRE -SUPPRESSION SPRINKLERS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: 1. Pipes, fittings, and specialties. 2. Fire -protection valves. 3. Fire -department connections. 4. Sprinklers. 5. Alarm devices. 6. Manual control stations. 7. Control panels. 8. Pressure gages. B. Related Sections: 1. Division 13 Section "Fire -Suppression Standpipes" for standpipe piping. 1.03 DEFINITIONS A. High -Pressure Sprinkler Piping: Wet -pipe sprinkler system piping designed to operate at working pressure higher than standard 175 psig, but not higher than 250 prig. B. Standard -Pressure Sprinkler Piping: Wet -pipe sprinkler system piping designed to operate at working pressure of 175 psig maximum. 1.04 SYSTEM DESCRIPTIONS A. Wet -Pipe Sprinkler System: Automatic sprinklers are attached to piping containing water and that is connected to water supply through alarm valve. Water discharges immediately from sprinklers when they are opened. Sprinklers open when heat melts fusible link or destroys frangible device. Hose connections are included if indicated. B. Deluge Sprinkler System: Open sprinklers are attached to piping connected to water supply through deluge valve. Fire -detection system, in same area as sprinklers, opens valve. Water flows into piping system and discharges from attached sprinklers when valve opens. 1.05 PERFORMANCE REQUIREMENTS A. Automatic sprinkler system design, engineering, and installation shall comply with NFPA 13- 2007 and other applicable codes and standards as required by the authority having jurisdiction (AHJ). B. Contractor is responsible for reviewing all plans and specifications for this project and for coordinating work with GC and other trades. C. All materials and devices used on this project shall be UL listed and/or FM approved for use in automatic sprinkler systems. D. New sprinkler heads shall match 'existing building sprinkler head manufacturer and models wherever possible. E. New sprinkler piping shall match existing piping type and connections. 13930 - 1 Lincoln Center Additions Et Renovation - 0936 F. All sprinkler piping penetrations of fire rated assemblies shall be seated with an approved material equal to the fire rating of the assembly. G. All automatic sprinkler piping installed under this contract shall be hydrostatically tested in accordance with NFPA 13-2007, other applicable NFPA standards, and local codes. H. Center sprinklers in ceiling tiles where possible. Coordinate with architect where this becomes infeasible. I. Refer to division 9 specifications for painting requirements. J. Provide access panels for valve and device assemblies, as required. K. Provide and install zone control assemblies as required for new addition areas. Provide with: shutoff valve with tamper switch, flow switch, pressure gauge, and drain and test valve connection assembly. L. Relocate fire department connection to the plumbing chase in toilet 136 in the addition south of the main stage, approximate location shown on drawing C3.0. Route piping through building. M. As of the time of issue of these drawings, a flow test was unavailable for this site. Preliminary review of project requirements by front range fire protection, inc. Indicates that existing fire service entry "should" be adequate for the renovation and additions. N. Areas subject to potential freezing shall be provided with dry head sprinklers or other means to assure freeze protection. 0. Standard -Pressure Piping System Component: Listed for 175-psig minimum working pressure. P. High -Pressure Piping System Component: Listed for 250-psig minimum working pressure. Q. Delegated Design: Design sprinkler system(s), including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. 1. Available fire -hydrant flow test records indicate the following conditions: a. Fire Hydrant Flow Test records are unavailable at this time. Observations at building indicate static street pressures of 90 to 110 psig. b. Date:. C. Time: d. Performed by: of . e. Location of Residual Fire Hydrant R: . f. Location of Flow Fire Hydrant F: . g. Static Pressure at Residual Fire Hydrant R: . h. Measured Flow at Flow Fire Hydrant F: . i. Residual Pressure at Residual Fire Hydrant R: . R. Sprinkler system design shall be approved by authorities having jurisdiction. 1. Margin of Safety for Available Water Flow and Pressure: 10 percent, including losses through water -service piping, valves, and backflow preventers. 2. Sprinkler Occupancy Hazard Classifications: a. Building Service Areas: Ordinary Hazard, Group 1. b. Electrical Equipment Rooms: Ordinary Hazard, Group 1. C. General Storage Areas: Ordinary Hazard, Group 1. d. Mechanical Equipment Rooms: Ordinary Hazard, Group 1. e. Office and Public Areas: Light Hazard. f. Restaurant Service Areas: Ordinary Hazard, Group 1. g. Other areas: as defined by NFPA-13, latest edition, or authorities having jurisdiction. 3. Minimum Density for Automatic -Sprinkler Piping Design: a. Light -Hazard Occupancy: 0.10 gpm over 1500-sq. ft. area. b. Ordinary -Hazard, Group 1 Occupancy: 0.15 gpm over 1500-sq. ft. area. C. Ordinary -Hazard, Group 2 Occupancy: 0.20 gpm over 1500-sq. ft. area. d. Extra -Hazard, Group 1 Occupancy: 0.30 gpm over 2500-sq. ft. area. e. Extra -Hazard, Group 2 Occupancy: 0.40 gpm over 2500-sq. ft. area. f. Special Occupancy Hazard: As determined by authorities having jurisdiction. 4. Minimum Density for Deluge -Sprinkler Piping Design: a. Ordinary -Hazard, Group 1 Occupancy: 0.15 gpm over entire area. b. Ordinary -Hazard, Group 2 Occupancy: 0.20 gpm over entire area. C. Extra -Hazard, Group 1 Occupancy: 0.30 gpm over entire area. 13930 - 2 Lincoln Center Additions ft Renovation - 0936