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Specs - Centennial Contractors Enterprises, Inc.

1. NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 10 2 4 Impervious Sheeting 3 10 3 Liquid Membrane Forming Curing Compound 3 10 3 1 Application 34750 8 2 Protection of Treated Surfaces 3 10 4 Liquid Chemical Sealer Hardener 3 210 5 Requirements for Type High Early Strength Portland Cement 3 10 6 Curing Periods 3 10 7 Curing Methods 3 10 8 Curing Formed Surfaces 3 10 9 Curing Unformed Surfaces 3 10 10 Protection from Mechanical Injury 3 10 Protection After Curing 11 FIELD QUALITY CONTROL Sampling 35 v2 Testing 34 i23 Slump Tests os 22 Temperature Tests 3 23 3 Compressive Strength Tests 3a 22 4 Strength of Concrete Structure 3i 6245 Testing Concrete Structure for Strength 12 JOINTS 3 12 Construction Joints 3 12 2 Isolation Joints in Slabs on Ground 3 12 3 Control Joints in Slabs on Ground 3 12 4 Sealing Joints in Slabs on Ground 3 INSTALLATION OF ANCHORAGE DEVICES 8 2032 General 3 13 2 Placing Anchorage Devices 14 CONCRETE CONVEYING 3 14 Transfer of Concrete At Project Site 3 14 2 Mechanical Equipment for Conveying Concrete End of Section Table of Contents SECTION 03 30 00 Page 4 NSA 03 I NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 03 30 00 CA
2. NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 3 4 T Select Material Placement 3 4 2 Backfill and Fill Material Placement Over Pipes 3 4 3 Trench Backfilling 5 BURIED WARNING AND IDENTIFICATION TAPE 2 26 BURIED DETECTION WIRE 34 7 COMPACTION Structures Spread Footings Concrete Slabs 3 8 FINISH OPERATIONS 3 2852 Grading 3 9 DISPOSITION OF SURPLUS MATERIAL 3 10 FIELD QUALITY CONTROL 3 01 0 Sampling 3 1082 Testing 3 10 2 Fill and Backfill Material Testing 322022 2 Select Material Testing 3 10 2 3 Density Tests End of Section Table of Contents SECT ON 31 23 00 00 20 Page 2 NSA 03 RJ000081J NSA 03 I NAS CSS FIRE PUMP REPLACEMENT BU LDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 31 23 00 00 20 EXCAVATION AND FILL PART 1 GENERAL 1 3 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to in the text by the basic designation only AMERICAN WATER WORKS ASSOCIATION AWWA AWWA C600 2010 Installation of Ductile Iron Water Mains and Their Appurtenances ASTM INTERNATIONAL ASTM ASTM C136 ASTM D1140 ASTM D1556 ASTM D1557 ASTM D2321 ASTM D2487
3. NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 70000810 2 asi FINISHES 2 Wu Hot Dip Zinc Coated and Factory Primed Finish Fabricate exterior doors and frames from hot dipped zinc coated steel alloyed type that complies with ASTM A924 A924Mand ASTM A653 A653M coating weight shall meet or exceed the minimum requirements for coatings having 0 4 ounces per square foot total both sides i e 40 Repair damaged zinc coated surfaces by the application of zinc dust paint Thoroughly clean and chemically treat to insure maximum paint adhesion Factory prime as specified in SDI DOOR A250 8 2 8 FABRICATION AND WORKMANSHIP Finished doors and frames shall be strong and rigid neat in appearance and free from defects waves scratches cuts dents ridges holes warp and buckle Molded members shall be clean cut straight and true with joints coped or mitered well formed and in true alignment Dress exposed welded and soldered joints smooth Design door frame sections for use with the wall construction indicated Corner joints shall be well formed and in true alignment Conceal fastenings where practicable PART 3 EXECUTION INSTALLATION idest Frames Set frames in accordance with SDI DOOR A250 11 Plumb align and brace securely until permanent anchors are set Anchor bottoms of frames with
4. ce eee 8 Optional Counterflashing Instead of turning the flashing down into a dry vent pipe or caulking and sealing the annular space between the pipe and flashing or metal jacket covered insulation and flashing counterflashing may be accomplished by utilizing the following a standard roof coupling for threaded pipe up to 6 inches in diameter b A tack welded or banded metal rain shield around the pipe 3 1 4 4 Pipe Penetrations of Slab on Grade Floors Where pipes fixture drains floor drains cleanouts or similar items penetrate slab on grade floors except at penetrations of floors with waterproofing membrane as specified in paragraphs Flashing Requirements and Waterproofing a groove 1 4 to 1 2 inch wide by 1 4 to 3 8 inch deep shall be formed around the pipe fitting or drain The groove shall be filled with a sealant 3 1 4 5 Pipe Penetrations Provide sealants for all pipe penetrations All pipe penetrations shall be sealed to prevent infiltration of air insects and vermin 34155 Supports General Hangers used to support piping 2 inches and larger shall be fabricated to permit adequate adjustment after erection while still supporting the load Pipe guides and anchors shall be installed to keep pipes in accurate alignment to direct the expansion movement and to prevent buckling swaying and undue strain Piping subjected to vertical movem
5. 052 Panelboard Buses Support bus bars on bases independent of circuit breakers Main buses and back pans shall be designed so that breakers may be changed without machining drilling or tapping Provide isolated neutral bus in each panel for connection of circuit neutral conductors Provide separate ground bus identified as equipment grounding bus per UL 67 for connecting grounding conductors bond to steel cabinet 22053 Circuit Breakers UL 489 thermal magnetic type having a minimum short circuit current rating SECTION 26 20 00 Page 12 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J equal to the short circuit current rating of the panelboard in which the circuit breaker shall be mounted Breaker terminals shall be UL listed as suitable for type of conductor provided Series rated circuit breakers and plug in circuit breakers without a self contained bracket and not secured by a positive locking device requiring mechanical release for removal are unacceptable 2 T0 3 1 Multipole Breakers Provide common trip type with single operating handle Breaker design shall be such that overload in one pole automatically causes all poles to open Maintain phase sequence throughout each panel so that any three adjacent breaker poles are connected to Phases A B and C respect
6. End of Section Table of Contents SECTION 09 90 00 Page 2 NSA 03 S FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 09 90 00 PAINTS AND COATINGS NAS CS PART 1 GENERAL 121 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS ACGIH ACGIH 0100 2001 Supplements 2002 2008 Documentation of the Threshold Limit Values and Biological Exposure Indices ASTM INTERNATIONAL ASTM ASTM D4263 1983 R 2005 Indicating Moisture in Concrete by the Plastic Sheet Method ASTM D523 2008 Standard Test Method for Specular Gloss ASTM D6386 2010 Standard Practice for Preparation of Zinc Hot Dip Galvanized Coated Iron and Steel Product and Hardware Surfaces for Painting ASTM F1869 2011 Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride MASTER PAINTERS INSTITUTE MPI MPI 101 Oct 2009 Epoxy Anti Corrosive Metal Primer MPI 107 Oct 2009 Rust Inhibitive Primer Water Based MPI 108 Oct 2009 High Build Epoxy Coating Low Gloss MPI 119 Oct 2009 Exterior Latex Gloss MPI 4 Oct 2009
7. NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 70000810 ASME 18 5 2 2 1982 R 2010 Metric Round Head Square Neck Bolts ASTM INTERNATIONAL ASTM ASTM A307 2010 Standard Specification for Carbon Steel Bolts and Studs 60 000 PSI Tensile Strength ASTM A47 A47M 1999 R 2009 Standard Specification for Ferritic Malleable Iron Castings ASTM A48 A48M 2003 R 2008 Standard Specification for Gray Iron Castings ASTM A536 1984 R 2009 Standard Specification for Ductile Iron Castings ASTM A563 2007a Standard Specification for Carbon and Alloy Steel Nuts NATIONAL FIRE PROTECTION ASSOCIATION NFPA NFPA 24 2010 Standard for the Installation of Private Fire Service Mains and Their Appurtenances UNDERWRITERS LABORATORIES UL UL 312 2010 Check Valves for Fire Protection Service UL 789 2004 Reprint Aug 2008 Standard for Indicator Posts for Fire Protection Service 2 DESIGN REQUIREMENTS i2 Water Distribution Mains Provide water distribution main of ductile iron pipe Provide water main accessories gate valves as specified and where indicated 23 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the offi
8. SECTION TABLE OF CONTENTS DIVISION 07 THERMAL AND MOISTURE PROTECTION SECTION 07 22 00 ROOF AND DECK INSULATION PART 1 GENERAL REFERENCES SUBMITTALS MANUFACTURER S CERTIFICATE QUALITY ASSURANCE Insulation on Concrete Decks 1 4 2 Insulation for Cool Roofing 1 5 DELIVERY STORAGE AND HANDLING Ds Delivery Storage and Handling 1 6 ENVIRONMENTAL CONDITIONS 7 JT d Special Protection gt NP gt I PART 2 PRODUCTS INSULATION Insulation Types 2 Insulation Thickness PROTECTION BOARD ROOF INSULATION ADHESIVE WNHONNHF PART 3 EXECUTION EXAMINATION AND PREPARATION Surface Inspection 2 Surface Preparation INSULATION INSTALLATION 22 Installation Using Insulation Adhesive 22 Special Precautions for Installation of Foam Insulation 352525 Polyisocyanurate Insulation PROTECTION 1 Protection of Applied Insulation 2 Damaged Work and Materials INSPECTION C C NO C0 C0 ES I Ww 09 C C Ww End of Section Table of Contents SECTION 07 22 00 Page 1 NSA 03 RJ00
9. 1 2 2 Sprinkler Coverage Sprinklers shall be uniformly spaced on branch lines In buildings protected by automatic sprinklers sprinklers shall provide coverage throughout 100 percent of the building This includes but is not limited to telephone rooms electrical equipment rooms boiler rooms switchgear rooms transformer rooms and other electrical and mechanical spaces Coverage per sprinkler shall be in accordance with NFPA 13 but shall not exceed 100 square feet for extra hazard occupancies 130 square feet for ordinary hazard occupancies and 225 square feet for light hazard occupancies Exceptions are as follows doas SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When a submittal is marked as G the submittal requires review by the Corps of Engineers District Fire protection engineer All returned submittals requiring resubmittal shall be resubmitted to the Government within 30 days of reciept of government comments No work shall be started or supplies purchased prior to approval of shop submittals SD 02 Shop Drawings SECTION 21 13 13 00 10 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Shop Drawings G As Built Drawings SD 03
10. Sleeves are not required where drain waste and vent DWV piping passes through concrete floor slabs located on grade Core drilling of masonry and concrete may be provided in lieu of pipe sleeves when cavities in the core drilled hole are completely grouted smooth 2 6 2 2 Sleeves Not in Masonry and Concrete Provide 26 gage galvanized steel sheet or PVC plastic pipe sleeves 2 053 Pipe Hangers Supports Provide MSS SP 58 and MSS SP 69 Type 1 with adjustable type steel support rods except as specified or indicated otherwise Attach to steel joists with Type 19 or 23 clamps and retaining straps Attach to Steel W or S beams with Type 21 28 29 or 30 clamps Attach to steel angles and vertical web steel channels with Type 20 clamp with beam clamp channel adapter Attach to horizontal web steel channel and wood with drilled hole on centerline and double nut and washer Attach to concrete with Type 18 insert or drilled expansion anchor Provide Type 40 insulation protection shield for insulated piping PART 3 EXECUTION 3 54 GENERAL INSTALLATION REQUIREMENTS Piping located in air plenums shall conform to NFPA 90A requirements Piping located in shafts that constitute air ducts or that enclose air ducts shall be noncombustible in accordance with NFPA 90A Installation of plastic pipe where in compliance with NFPA may be installed in accordance
11. 2 Ww I UI gt 2 NITIONS DESCRIPTION Action Level Area Sampling Competent Person CP Contaminated Room Decontamination Shower Facility High Efficiency Particulate Arrestor HEPA Filter Equipment Lead Lead Control Area Lead Permissible Exposure Limit PEL Material Containing Lead Paint with Lead MCL PWL Personal Sampling Physical Boundary Description of Work Coordination with Other Work SUBMITTALS QUALITY ASSURANCE zl Qualifications OV 0 N U1 UI U1 UI UI UI OT NW ta 10 OB WNP Competent Person CP 2 Training Certification 23 Testing Laboratory 4 Third Party Consultant Qualifications Requirements 1 Competent Person CP Responsibilities 2 Lead Compliance Plan 3 Occupational and Environmental Assessment Data Report 4 edical Examinations 5 Training 6 2 7 28 29 Respiratory Protection Program Hazard Communication Program Lead Waste Management Environmental Safety and Health Compliance Pre Construction Conference IPMENT Respirators Special Protective Clothing Rental Equipment Notification Vacuum Filters Equipment for Government Personnel PROJECT SITE CONDITIONS 21 Protection of Existing Work to Remain SECTION 02 83 13 0
12. Regional Tech Center All data submitted become the property of the Government and subject to public dissemination to the Hawaii ASR Working Group DOD ASR Working Group consultants or other organizations 4 4 Nonshrink Grout ASTM C1107 C1107M 54 5 Admixtures ASTM 494 494 Type water reducing Type B retarding Type C accelerating Type D water reducing and retarding and Type E water reducing and accelerating admixture Do not use calcium chloride admixtures 24542 Pozzolan Provide fly ash or other pozzolans used as admixtures that conform to ASTM C618 4 6 Vapor Retarder ASTM E1745 Class A minimum 15 mils thickness polyolefin geomembrane nag Materials for Curing Concrete Use water based curing compounds sealers and coatings with low maximum 160 grams liter less water and less exempt compounds zero VOC content Consider the use of water based or vegetable or soy based curing agents in lieu of petroleum based products Consider agents that are not toxic and emit low or no Volatile Organic Compounds VOC Consider the use of admixtures that offer high performance to increase durability of the finish product but also have low toxicity and are made from bio based materials such as soy and emit low levels of Volatile Organic Compounds VOC 22722 Impervious Sheeting ASTM C171 waterproof paper clear or white polyethylene
13. SECTION 07 72 00 ROOF VENTILATORS GRAVITY TYPE PART 1 GENERAL 1 2 1 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE ASCE 7 2010 Change 2010 Change 2011 Errata 2011 Change 2011 Minimum Design Loads for Buildings and Other Structures ASTM INTERNATIONAL ASTM ASTM A653 A653M 2011 Standard Specification for Steel Sheet Zinc Coated Galvanized or Zinc Iron Alloy Coated Galvannealed by the Hot Dip Process ASTM B209 2010 Standard Specification for Aluminum and Aluminum Alloy Sheet and Plate ASTM B221 2008 Standard Specification for Aluminum and Aluminum Alloy Extruded Bars Rods Wire Profiles and Tubes SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SMACNA SMACNA 1793 2003 Architectural Sheet Metal Manual 6th Edition ESIGN REQUIREMENTS Design ventilators for use with the specific type of project roofing system and to provide uniform and continuous air flow Ventilator design shall provide protection against rain and snow and shall be provided with a continuous weep along the bottom of both sides of wind band Units shall be self cleaning
14. NG 9 KUNIA TUNNEL Forms and Shores Reinforced Concrete Masonry Units Walls Concrete Masonry Units Tolerances Cutting and Fitting Jointing 1 Tooled Joints Joint Widths Pall Concrete Masonry Units Embedded Items Unfinished Work Masonry Wall Intersections Partitions RE NFORC NG STEEL Positioning Bars Splices JOINT REINFORCEMENT INSTALLATION PLACING GROUT DNNUAAHADPEA AWN S 5 5 Vertical Grout Horizontal Grout Barriers Grout Holes and Cleanouts 2 Grout Holes 2 Cleanouts for Hollow Unit Masonry Construction Grouting Equipment sl Grout Pumps 22 Vibrators Grout Placement jow Lift Method 2 High Lift Method W H WWW CON SPLASH B BOND BEAMS TROL JOINTS 1OCKS PO NTING AND CLEANING Dry Brushing PROTECTION TR SP REPORTS Field Testing of Mortar 12 12 2 23 of Grout Test Field Testing Efflorescence Contents SECTION 04 20 00 Page 2 OAHU Barriers for Fully Grouted Walls NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 04 20 00 MASONRY PART 1 GENERAL 1 1 REFERENCES The publications listed below form a part of th
15. Be Sa A Welded Connections Unless otherwise indicated on the drawings pipe joints shall be welded Construct branch connections with welding tees or forged welding branch outlets Do not weld stainless steel pipe to carbon steel pipe 3521 5 Threaded End Connections Provide threaded end connections only on piping 2 inches in nominal size or smaller and only where indicated on the drawings Provide threaded connections with PTFE tape or equivalent thread joint compound applied to the male threads only Not more than three threads shall show after the joint is tighten 3 1 1 6 Brazed Connections Provide brazing in accordance with AWS BRH except as modified herein During brazing fill pipe and fittings with a pressure regulated inert gas such as nitrogen to prevent the formation of scale Before brazing copper joints clean both the outside of the tube and the inside of the fitting with a wire fitting brush until the entire joint surface is bright and clean Do not use brazing flux Remove surplus brazing material at all joints Support piping prior to brazing and do not be spring or force piping 3u Existing Piping Systems No interruptions or isolation of an existing fuel handling service or system shall be performed unless the actions are approved by the Contracting Officer Perform initial cutting of existing fuel pipe with a multiwheel pipe cutter
16. l T l 7 Ll Lll Concretemixdesiyn e 1 1 Dl 1 Ll SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 2 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt amm e SCHEDULE DATES ACTION T C T R L A S R 5 5 C C M S P A T T E R E T C A C N N A R L 5 T E C C E DESCRIPTION APPROVAL MATERIAL DATE DATE N D OF D OF T ITEM SUBMITTED H N R SUBMIT E ACTION E ACTION b d e f h i I m n o 093000 Fyah te42 l ll 1 Ll 1 Ll o Pozzolan hese l 1 Ll Lll Groundgranuiated blast furnace 1643 Lll WB T NT i Aggregates hesa f l 1 L Lll 31123 T Lll Stump 284 LL T T f ST O O l Ll D J Ll Ouigconreteeemns 1631 l 1 ll Pumingcocee j1632 f
17. present c The initial assessment shall determine the requirement for further monitoring and the need to fully implement the control and protective requirements including the lead compliance plan per 29 CFR 1926 62 1 52224 Medical Examinations Initial medical surveillance as required by 29 CFR 1926 62 shall be made available to all employees exposed to lead at any time 1 day above the action level Full medical surveillance shall be made available to all employees on an annual basis who are or may be exposed to lead in excess of the action level for more than 30 days a year or as required by 29 CFR 1926 62 Adequate records shall show that employees meet the medical surveillance requirements of 29 CFR 1926 33 29 CFR 1926 62 and 29 CFR 1926 103 Provide medical surveillance to all personnel exposed to lead as indicated in 29 CFR 1926 62 Maintain complete and accurate medical records of employees for the duration of employment plus 30 years 1 25 2225 Training Train each employee performing work that disturbs lead who performs MCL PWL disposal and air sampling operations prior to the time of initial job assignment and annually thereafter in accordance with 29 CFR 1926 21 29 CFR 1926 62 and State and local regulations where appropriate 1 5 2 6 Respiratory Protection Program a Provid ach employ required to wear a respirator a resp
18. SECTION 07 92 00 JOINT SEALANTS PART 1 GENERAL 1 3 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only ASTM INTERNATIONAL ASTM ASTM C920 2011 Standard Specification for Elastomeric Joint Sealants ASTM D1667 2005 R 2011 Flexible Cellular Materials Poly Vinyl Chloride Foam Closed Cell 1 2 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 03 Product Data Sealants Primers Bond breakers Backstops Manufacturer s descriptive data including storage requirements shelf life curing time instructions for mixing and application and primer data if required Provide a copy of the Material Safety Data Sheet for each solvent primer or sealant material SD 07 Certificates Sealant Certificates of compliance stating that the materials conform to the specified requirements 1 3 ENVIRONMENTAL CONDITIONS Apply sealant when the ambient temperature is bet
19. 1 4 QUALITY ASSURANCE 124252 Hardware Manufacturers Modifications Provide as far as feasible mechanical cipher locks hinges and closers of one lock hinge or closer manufacturer s make Modify hardware as necessary to provide features indicated or specified 1 5 DELIVERY STORAGE AND HANDLING Deliver hardware in original individual containers complete with necessary appurtenances including fasteners and instructions Mark each individual container with item number as shown in hardware schedule 1 26 FINISH HARDWARE CONSULTANT Employ an Architectural Hardware Consultant AHC direct factory contract supplier to assist in the work of this Section Architectural Hardware Consultant shall verify site conditions responsible for detailing scheduling and ordering of finish hardware inspect complete installation verify specified hardware with door function and hardware finishes establish programmable electronic card access system and certify that hardware and installation has been furnished and installed in accordance with manufacturer s instructions Detailing implies that doors not listed in the hardware schedule items not compatible with manufacturer s standards shall be corrected in the AHC s submitted hardware schedule AHC s hardware schedule shall be complete for the intended function and performance of each door HARDWARE LIST The hardware list
20. 831100 SD 03 Product Data _ T S TS 7 PipingMaterials feaa L L 111 21 l J Ll f indicatorposts_ 424 l L Lll vavebxs sid Ll TO Li Ll Ll J sbpoeretReogts T l 7 J Disinfection l Ll Ll Lll 5 Certificates I caa am s Waterdsribtonmin 214 l J Ll waesevceinee 22 l l l J Ll Lll o y fiig gt poc I sue obe c J spbo8Mandacuersmstuctions OT TT Delivery storage and nanding 14 l l Lll instalation 111111111111 7 835210 SD 02 Shop Drawings _ xh qp T T f STO SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 13 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI omoo OZ lt lt gt CONTRACTOR CONTRACTOR APPROVING AUTHORITY SCHEDULE DATES ACTION Cc T R L A A N S R A S S C M P 1 T l T R E N A G A R L R T E C DESCRIPTION A v APPROVAL MATERIAL DAT
21. b Operational Features system shall have the following operating features Monitor electrical supervision of IDC SLC and NAC Monitor electrical supervision of the primary power ac supply battery voltage placement of alarm zone module card PC board within the control panel and transmitter tripping circuit integrity A trouble buzzer and trouble LED LCD light emitting diode liquid crystal diode to activate upon a single break open or ground fault condition which prevents the required normal operation of the system The trouble signal shall also operate upon loss of primary power ac supply low battery voltage removal of alarm zone module card PC board and disconnection of the circuit used for transmitting alarm signals off premises Submit Voltage drop calculations for notification appliance circuits to indicate that sufficient voltage is available for proper appliance operation A trouble alarm silence switch shall be provided which will silence the trouble buzzer but will not extinguish the trouble indicator LED LCD Subsequent trouble and supervisory alarms shall sound the trouble signal until silenced After the system returns to normal operating conditions the trouble buzzer shall again sound until the silencing switch returns to normal position unless automatic trouble reset is provided
22. for Fire Protective Signaling Systems UL 6 2007 reprint Nov 2010 Electrical Rigid Metal Conduit Steel UL 797 2007 Electrical Metallic Tubing Steel UL 864 2003 Reprint Jan 20110 Standard for Control Units and Accessories for Fire Alarm Systems UL Fire Prot Dir 2012 Fire Protection Equipment Directory 12 SYSTEM DESCRIPTION Provide a complete stand alone addressable fire alarm system for the new fire pump building The fire alarm system shall also supervise the new fire pumping system and appurtances and shall be connected to the existing Building 9 Fire Alarm System for monitoring and information purposes supervised fire alarm reporting system configured in accordance with NFPA 72 exceptions are acceptable as directed by the Contracting Officer Furnish equipment compatible and UL listed FM approved or approved or listed by a nationally recognized testing laboratory in accordance with the applicable NFPA standards Locks shall be keyed alike Provide four keys for the system Furnish tags with stamped identification number for keys and locks 1522542 Operation Alarm and supervisory initiating devices shall be individually addressable Alarm initiating devices shall be connected to signal line circuits SLC Classe A in accordance with NFPA 72 Connect alarm notification appliances to notification appliance circuits NAC Class A in accordance with NFPA 72
23. 3 1 PREPARATION Areas to receive firestopping shall be free of dirt grease oil or loose materials which may affect the fitting or fire resistance of the SECTION 07 84 00 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 firestopping system For cast in place firestop devices formwork or metal deck to receive device prior to concrete placement shall be sound and capable of supporting device Prepare surfaces as recommended by the manufacturer 22 INSTALLATION Completely fill void spaces with firestopping material regardless of geometric configuration subject to tolerance established by the manufacturer Firestopping systems for filling floor voids 4 inches or more in any direction shall be capable of supporting the same load as the floor is designed to support or shall be protected by a permanent barrier to prevent loading or traffic in the firestopped area Install firestopping in accordance with manufacturer s written instructions Provide tested and listed firestop systems in the following locations except in floor slabs on grade a Penetrations of duct conduit tubing cable and pipe through floors and through fire resistance rated walls partitions and ceiling floor assemblies b Penetrations of vertical shafts such as pipe chases and utility chutes
24. 2 524 Emergency Eye and Face Wash ANSI ISEA 7358 1 wall mounted self cleaning nonclogging eye and face wash with quick opening full flow valves stainless steel eye and face wash receptor Unit shall deliver 3 gpm of aerated water at 30 psig flow pressure with eye and face wash nozzles 33 to 45 inches above finished floor Provide copper alloy control valves Provide an air gap with the lowest potable eye and face wash water outlet located above the overflow rim by not less than the International Plumbing Code minimum 2 6 MISCELLANEOUS PIPING ITEMS 2622 Escutcheon Plates Provide one piece or split hinge metal plates for piping entering floors walls and ceilings in exposed spaces Provide chromium plated on copper alloy plates or polished stainless steel finish in finished spaces Provide paint finish on plates in unfinished spaces 2 6 2 Pipe Sleeves Provide where piping passes entirely through walls ceilings roofs and floors Sleeves are not required where drain waste and vent DWV piping passes through concrete floor slabs located on grade except where penetrating a membrane waterproof floor 24032531 Sleeves in Masonry and Concrete Provide steel pipe sleeves or schedule 40 PVC plastic pipe sleeves SECTION 22 00 00 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J
25. Gloss Level Description Units at 60 Units at 85 degrees degrees G1 Matte or Flat 0 to 5 10 max G2 Velvet 0 to 10 10 to 35 G3 Eggshell 10 to 25 10 to 35 G4 Satin 20 to 35 35 min G5 Semi Gloss 35 to 70 G6 Gloss 70 to 85 G7 High Gloss Gloss is tested in accordance with ASTM D523 Historically the Government has used Flat G1 G2 Eggshell G3 Semi Gloss G5 and Gloss G6 SECTION 09 90 00 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Ts 11 4 13 MPI System Number The MPI coating system number in each Division found in either the MPI Architectural Painting Specification Manual or the Maintenance Repainting Manual and defined as an exterior EXT REX or interior system INT RIN The Division number follows the CSI Master Format 11 4 14 Paint See Coating definition PART 2 PRODUCTS 24 1 MATERIALS Conform to the coating specifications and standards referenced in PART 3 Submit manufacturer s technical data sheets for specified coatings and solvents Comply with applicable regulations regarding toxic and hazardous materials PART 3 EXECUTION 3a t PROTECTION OF AREAS AND SPACES NOT TO BE PAINTED Prior to surface preparation and coating applications remove mask or otherwise protect hardware hardware acc
26. b Galvanized with Slight Coating Deterioration or with Little or No Rusting Water jetting to SSPC SP 12 NACE No 5 03 to remove loose coating from surfaces with less than 20 percent coating deterioration and no blistering peeling or cracking Use inhibitor as recommended by the coating manufacturer to prevent rusting 3 4 Non Ferrous Metallic Surfaces Aluminum and aluminum alloy lead copper and other nonferrous metal surfaces Surface Cleaning Solvent clean in accordance with SSPC SP 1 and wash with mild non alkaline detergent to remove dirt and water soluble contaminants Lj 242 Concrete and Masonry a Curing Concrete and masonry surfaces shall be allowed to cure at least 30 days before painting except concrete slab on grade which shall be allowed to cure 90 days before painting b Surface Cleaning Remove the following deleterious substances 1 Dirt Grease and Oil Wash new surfaces with a solution composed of 1 2 cup trisodium phosphate 1 4 cuphousehold detergent and 4 quarts of warm water Then rinse thoroughly with fresh water 2 Fungus and Mold Wash new surfaces with a solution composed of 1 2 cup trisodium phosphate 1 4 cup household detergent 1 quart 5 percent sodium hypochlorite solution and 3 quarts of warm water Rinse thoroughly with fresh water 3 Paint and Loose Particles Remove by wire brushing c Allowable Moisture
27. NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 02 83 13 00 20 LEAD IN CONSTRUCTION PART 1 GENERAL 1 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AMERICAN INDUSTRIAL HYGIENE ASSOCIATION AIHA AIHA 788 6 2006 Respiratory Protection Respirator Use Physical Qualifications for Personnel U S DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD HUD 6780 1995 Errata Aug 1996 Rev Ch 7 1997 U S NATIONAL ARCHIVES AND 29 CFR 1926 103 29 CFR 1926 21 29 CFR 1926 33 29 CFR 1926 55 29 CFR 1926 59 29 CFR 1926 62 29 CFR 1926 65 40 CFR 260 40 CFR 261 40 CFR 262 40 CFR 263 40 CFR 264 SECTION 02 83 13 00 20 Guidelines for the Evaluation and Control of Lead Based Paint Hazards in Housing RI A ECORDS DMINISTRATION NARA Respiratory Protection Safety Training and Education Access to Employee Exposure and Medical Records Gases Vapors and Mists Fumes Dusts Hazard Communication Lead Hazardous Waste Operations and Emergency Response Hazardous Waste Management System General Identification and Listing of Hazardous Waste Standards Hazardous Standards Hazardous Standards Hazardous Applicable to Generators of Waste Applicable to Transporters of
28. A one person test mode Activating an initiating device in this mode will activate an alarm for a short period of time then automatically reset the alarm without activating the transmitter during the entire process A transmitter disconnect switch to allow testing and maintenance of the system without activating the transmitter but providing a trouble signal when disconnected and a restoration signal when reconnected Evacuation alarm silencing switch which when activated will silence alarm devices but will not affect the zone indicating LED LCD displays on the control panel nor the operation of the transmitter This switch shall be over ridden upon activation of a subsequent alarm from an unalarmed device and the NAC devices will be activated Electrical supervision for circuits used for supervisory signal services 1 sprinkler systems valves etc Supervision shall detect any open short or ground The fire alarm control panel shall monitor the fire sprinkler system or other fire protection extinguishing system The control panel and field panels shall be software reprogrammable to enable expansion or modification of the system without replacement of hardware or firmware Examples of required changes are adding or deleting devices or zones changing system responses to particular input signals programming certain input signals to activate auxiliary devices Zones for
29. 1 LL Li Ll Ll O 213000 SD 02 Shop Drawings O O l ll 1 1 Ll Lll i Installation Drawings 1 f2 je f l l 1 l Lll AemutDawns 395 a l 1 l1 l1 ll Pipinghayoutn he je T l 1 J Lll PupRom l 1 J Ll Lll J sbosProdctDaa l l L L Ll O Related 3 2 TT J Ll Submittals CC Ll 20 aod em 5 5 T m TT m i J T 01 Y Parts ho oOo TT T T f PreliminaryTests id l l 1 l1 T ll redrss Cd je l 7 l1 Lll Fire Protection Specialist 141 fe f l l l T Ll Manufacturer s Representative 145 Je TT l Lll J Field Training 83 l T L J fJ J sboeretReogts T l 111 Preliminary Tests un spe C T TT T s 7 OO AmyFmdAccepanee Tet 393 l l ll O O l TT D J Ll Fire Protection Specialist 141 fe f l l Ll Qualifications of Welders 142 TT T J T ll i Qualifications of Installer 143 TT J Lll si Preliminary Test Certification 144 l l
30. 6 3 Grounding and Bonding Conductors Grounding and bonding conductors include conductors used to bond transformer enclosures and equipment frames to the grounding electrode system Grounding and bonding conductors shall be sized as shown and located to provide maximum physical protection Bends greater than 45 degrees in ground conductors are not permitted Routing of ground conductors through concrete shall be avoided When concrete penetration is necessary nonmetallic conduit shall be cast flush with the points of concrete entrance and exit so as to provide an opening for the ground conductor and the opening shall be sealed with a suitable compound after installation 27 FIELD TESTING Submit a proposed field test plan 30 days prior to testing the installed system No field test shall be performed until the test plan is approved The test plan shall consist of complete field test procedures including tests to be performed test equipment required and tolerance limits 7 52 General Field testing shall be performed in the presence of the Contracting Officer Notify the Contracting Officer 7 days prior to conducting tests Furnish all materials labor and equipment necessary to conduct field tests Perform all tests and inspections recommended by the manufacturer unless specifically waived by the Contracting Officer Maintain a written record of all tests which includes date test performed pers
31. EMOLITION PART 1 GENERAL REFERENCES 1 2 PROJECT DESCRIPTION 22 Demolition Plan 1922 General Requirements 23 ITEMS REMAIN IN PLACE cus Existing Construction Limits and Protection 2222 Weather Protection 32 3 Utility Service 1 3 4 Facilities BURNING SUBMITTALS QUALITY ASSURANCE 22 Dust Control RELOCATIONS EXISTING CONDITIONS 1npPo uU Ss Ox PART 2 PRODUCTS PART 3 EXECUTION EXISTING FACILITIES TO BE REMOVED Structures 21 22 Utilities Related Equipment Sees General Requirements 3 Restoration of Turf Areas 4 Paving and Slabs DISPOSITION OF MATERIAL 1 2 Ww Ww e Title to Materials Unsalvageable and Non Recyclable Material CLEANUP Ww C29 C9 CO CO CO End of Section Table of Contents SECTION 02 41 00 Page 1 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 02 41 00 DEMOLITION PART 1 GENERAL 1 23 TEMS REMAIN IN PLACI 1 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only U S ARMY CORP
32. l T R E N A G A R L R T E C DESCRIPTION A v APPROVAL MATERIAL DATE o DATE N P ow F D ITEM SUBMITTED H N R SUBMIT ACTION E ACTION 4 20 00 AJN N N CD Field Testing of Mortar 3 Field Testing of Grout a Masonry f2 Masonry Inspector Qualifications 1 Concrete Masonry Units CMU 2 Anchors Ties and Bar 2 Masonry Cement 24 6 10 00 Preservative treated 14 CD N N Ln m AA A Ae ja N 40 o N AJN AR RB CD CD o 1 0 pe s _ pee zm Ep lu o o S S S T S S pup emi NEED ERES pui duc S S E E gn ops D DE L S ery a pp S S Eq 2712 no b li ne gx He um NE n SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAIL
33. prevent delays or interruptions as the work progresses Verify roof openings curbs pipes sleeves ducts and vents through roof are solidly set and cant strips are in place where indicated b Examine substrates to which the roofing materials are to be applied to ensure that their condition is satisfactory for its application Do not permit voids greater than 1 4 inch wide in the substrate Patch spalls and cracks in accordance with the roofing system manufacturer s recommendations Substrates for roofing materials shall be dry and free of oil dirt grease sharp edges and debris Inspect substrates and correct defects before application of elastomeric sheets 3 2 SPECIAL PRECAUTIONS a No roofing shall be started in the absence of the Contracting Officer The Contractor shall call the Contracting Officer to give at least one day 24 hours minimum advance notice of the starting of roofing operations Arrange work to prevent use of newly constructed roofing for storage walking surface or equipment movement If access is necessary provide temporary walkways platforms or runways to protect new roofing surfaces and flashings from mechanical damage Gu Do not dilute coatings or sealants unless specifically recommended by the materials manufacturer s printed application instructions Do not thin liquid materials with cleaners used for cleaning elastomeric sheet
34. readily removable for access to boxes unless ceiling access panels are provided Support boxes and pendants for surface mounted fixtures on suspended ceilings independently of ceiling supports Fasten boxes and supports with wood screws on wood with bolts and expansion shields on concrete or brick with toggle bolts on hollow masonry units and with machine screws or welded studs on steel In open overhead spaces cast boxes threaded to raceways need not be separately supported except where used for fixture support support sheet metal boxes directly from building structure or by bar hangers Where bar hangers are used attach bar to raceways on opposite sides of box and support raceway with approved type fastener maximum 24 inches from box When penetrating reinforced concrete members avoid cutting reinforcing steel 3 1 4 1 Boxes Boxes for use with raceway systems shall be minimum 1 2 inches deep except where shallower boxes required by structural conditions are approved Boxes for other than lighting fixture outlets shall be minimum 4 inches square except that 4 by 2 inch boxes may be used where only one raceway enters outlet Mount outlet boxes flush in finished walls 7222422 Pull Boxes Construct of at least minimum size required by NFPA 70 of code gauge aluminum or galvanized sheet steel except where cast metal boxes are required in locations specified herein Provide boxes with screw fastened cove
35. ALLIANCE FOR TE 1 5 5 5 ASTM INTERNATIONAL ASTM A123 A123M ASTM A153 A153M ASTM B117 ASTM B3 ASTM B8 ASTM D1654 INSTITUTE OF EL IEEE 81 IEEE C2 IEEE 62 11 ECTRICAL ECOMMUNICATIONS INDUSTRY SOLUTIONS ATIS 2008 Wood Poles Specifications amp Dimensions ASTM 2009 Standard Specification for Zinc Hot Dip Galvanized Coatings on Iron and Steel Products 2009 Standard Specification for Zinc Coating Hot Dip on Iron and Steel Hardware 2011 Standard Practice for Operating Salt Spray Fog Apparatus 2001 R 2007 Standard Specification for Soft or Annealed Copper Wire 2011 Standard Specification for Concentric Lay Stranded Copper Conductors Hard Medium Hard or Soft 2008 Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments 4 1ECTRONICS ENGINEERS IEEE AND E 1983 Guide for Measuring Earth Resistivity Ground Impedance and Earth Surface Potentials of a Ground System 2012 National Electrical Safety Code 2005 Amd 1 2008 Standard for Metal Oxide Surge Arresters for Alternating Current Power Circuits 1kV ECTION 33 70 02 00 10 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BU I NATIONAL ELECTRICAL MAN ANSI C119 1 AN
36. End of Section SECTION 26 20 00 Page 21 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU SECTION TABLE OF CONTENTS DIVISION 28 ELECTRONIC SAFETY AND SECURITY SECTION 28 31 64 00 10 FIRE DETECTION AND ALARM SYSTEM ADDRESSABLE PART 1 GENERAL REFERENCES 2 SYSTEM DESCRIPTION 12421 Operation 12 2 Operational Features 12243 Alarm Functions 1 2 4 Primary Power 22 Battery Backup Power 1 2 6 Interface With Existing Fire Alarm Equipment DD Interface With other Equipment 1 3 SUBMITTALS 1 4 QUALITY ASSURANCE Qualifications vA Engineer and Technician S Installer 24425 3 Fire Protection Engineer 1 4 2 Detail Drawings 5 TECHNICAL DATA AND COMPUTER SOFTWARE 1 6 DELIVERY STORAGE AND HANDLING by SPECIAL TOOLS AND SPARE PARTS PART 2 PRODUCTS 2 STANDARD PRODUCTS 2 2 NAMEPLATES 2 3 CONTROL PANEL 2 135 4 Remote System Audible Visual Display 25342 Circuit Connections 23 3 System Expansion and Modification Capabilities 2 344 Addressable Control Module 2 19 55 Addressable Initiating Device Circuits Module 2 4 STORAGE BATTERIES 25 9 BATTERY CHARGER 2
37. 1 4 2 PART 2 FI DELI PRODUCTS QUALITY ASSURANCE RESTOPPING MATERIAL 2 3 3 anufacturer s Technical Representative VERY STORAGE AND HANDLI NG S Fire Hazard Classification Toxicity NN 21 4 PART 3 Ww 2342 Fire Resistance Rating Through Penetrations Construction Joints and Gaps Material Performance EXECUTION PREPARATION INSTALLATION 2 Ww WWWN S 23 sare End of Section 1 INSPECTION General Requirements Inspection Standards Table of Contents SECT ON 07 84 00 Page 1 NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLAC I EM ENT BU LDING 9 KUNIA TUNNEL OAHU HI RJ000081J PART 1 GENERAL 1 1 REFERENCES SECTION 07 84 00 FIRESTOPPING The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only ASTM INTERNATIONAL ASTM E 119 ASTM E 1399 ASTM E 1966 ASTM E 2174 ASTM E 2307 ASTM E 2393 ASTM E 814 ASTM E 84 FM GLOBAL FM FM APP GUIDE FM AS 4991 UL 1479 ASTM 2011 Standard Test Methods for Fire Tests of Building Construction and Materials 1997 R 2009 Cyclic Movement and Measuring the Minimum and Maximum Join
38. 2 ACCESSORIES 22 211 Louvers Exterior Louvers Louvers shall be inverted Y type with minimum of 35 percent net free opening Weld or tenon louver blades to continuous channel frame and weld assembly to door to form watertight assembly Form louvers of hot dip galvanized steel of same gage as door facings Louvers shall have steel framed insect and bird screens secured to room side and readily removable Provide aluminum wire cloth 18 by 18 or 18 by 16 inch mesh for insect screens and stainless steel 1 2 by 1 2 inch mesh hardware cloth for bird screens Net free louver area to be before screening woe Astragals For pairs of exterior steel doors astrangals shall be as specified in Section 08 71 00 DOOR HARDWARE provide overlapping steel astragals with the doors Moldings Provide moldings around glass of interior and exterior doors and louvers of interior doors Provide nonremovable moldings on outside of exterior doors and on corridor side of interior doors Other moldings may be stationary or removable Secure inside moldings to stationary moldings or provide snap on moldings Muntins shall interlock at intersections and shall be fitted and welded to stationary moldings 73 INSULATION CORES Insulated cores shall be of type specified and provide an apparent U factor of 48 in accordance with SDI DOOR 113 and shall conform
39. Paints except water thinned types shall be applied only to surfaces that are completely free of moisture as determined by sight or touch Thoroughly work coating materials into joints crevices and open spaces Special attention shall be given to insure that all edges corners crevices welds and rivets receive a film thickness equal to that of adjacent painted surfaces Each coat of paint shall be applied so dry film shall be of uniform thickness and free from runs drops ridges waves pinholes or other voids laps brush marks and variations in color texture and finish Hiding shall be complete Touch up damaged coatings before applying subsequent coats a Drying Time Allow time between coats as recommended by the coating manufacturer to permit thorough drying but not to present topcoat adhesion problems Provide each coat in specified condition to receive next coat b Primers and Intermediate Coats Do not allow primers or intermediate coats to dry more than 30 days or longer than recommended by manufacturer before applying subsequent coats Follow manufacturer s recommendations for surface preparation if primers or intermediate coats are allowed to dry longer than recommended by manufacturers of subsequent coatings Each coat shall cover surface of preceding coat or surface completely and there shall be a visually perceptible difference in shades of successive coats c Finished Su
40. SECTION 04 20 00 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J openings shall be filled solid with grout for full height of openings Walls below grade lintels and bond beams shall be filled solid with grout Units other than open end units may require grouting each course to preclude voids in the units Grout not in place within 1 1 2 hours after water is first added to the batch shall be discarded Sufficient time shall be allowed between grout lifts to preclude displacement or cracking of face shells of masonry units If blowouts flowouts misalignment or cracking of face shells should occur during construction the wall shall be torn down and rebuilt 3 6 1 Vertical Grout Barriers for Fully Grouted Walls Provide grout barriers not more than 30 feet apart or as required to limit the horizontal flow of grout for each pour 3 6 2 Horizontal Grout Barriers Embed grout barriers in mortar below cells of hollow units receiving grout 3 6 3 Grout Holes and Cleanouts 262322 Grout Holes Provide grouting holes in slabs spandrel beams and other in place overhead construction Locate holes over vertical reinforcing bars or as required to facilitate grout fill in bond beams Provide additional openings spaced not more than 16 inches on centers where grouting of all hollow unit masonry is indicated Openings shall no
41. a pp S S Eq 2712 SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 5 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt CONTRACTOR SCHEDULE DATES CONTRACTOR APPROVING AUTHORITY gt o a 2 R A N S M T T A L 2Z20 HA0 gt DESCRIPTION APPROVAL MATERIAL DATE DATE 2 lt gt DO lt L A 5 5 T gt gt gt F ACTION ITEM SUBMITTED SUBMIT 7 52 25 Heat Weldable Thermoplastic 221 Warrant 60 00 1 7200 84 00 D 04 Samples 4 79200 D 07 Certificates CD CD CD CD CD DA NICO ili a um o m J CD of fof fo N IN JN CD meee 20 499 0 2 EN m n o p p pe 0h s ue _ pee zm Ep lu o o S S S T S S pup emi NEED ERES pui duc
42. 0 91 1 0 93 0 00132V minimum SL 20 35 1 2 maximum I 0 93 0 00132V I o 62 Il 0 62 0 0019 min ET 80 percent min SL 1 3 38 max EF 0 80 0 0019V min ET 78 percent SL 1 34 38 V max 0 62 0 0019V Il 80 percent Page 28 5 55 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI NSA 03 RJ000081J TABLE III STANDARD RATING CONDITIONS AND MINIMUM PERFORMANCE RATINGS FOR WATER HEATING EQUIPMENT FUEL STORAGE INPUT RATING TEST REQUIRED PERFORMANCE CAPACITY PROCEDURE GALLONS Gas 4 000 200 000 Btu h ANSI Z21 10 3 ET 80 percent btu h gal min SL 0 800 110 1 2 and 2 gal max Oil 4 000 50 000 Btu h 10 CFR 430 EF 0 59 0 0019V btu h gal min SL Q 800 110x V 1 2 and 2 gal 210 000 Btu h max max Oil 4 000 210 000 Btu h ANSI Z21 10 3 ET 80 percent btu h gal min and 10 gal max Oil 4 000 210 000 Btu h ANSI Z21 10 3 ET 78 percent btu h gal min SL 9Q 800 110x V 1 2 and 10 gal max max D Pool Heater Gas or All All ASHRAE 146 ET 78 percent Oil Heat All All ASHRAE 146 COP 4 0 Pump All TERMS EF Energy factor minimum overall efficiency ET Minimum thermal efficiency with 70 degrees F delta T SL Standby loss is maximum Btu h based on a 70 degree F te
43. ASME B18 2 1 ASME B18 5 2 1M ASME B18 5 2 2M and ASME B18 2 2 235 2 Anchor Bolts ASTM A307 size as indicated complete with nuts and washers 1359 Expansion Shields CID A A 1924 Except as shown otherwise maximum size of devices shall be 3 8 inch wood Nails ASTM F547 size and type best suited for purpose PART 3 EXECUTION 1 INSTALLATION Conform to AF amp PA T10 and install in accordance with the National Association of Home Builders NAHB Advanced Framing Techniques Optimum Value Engineering unless otherwise indicated or specified Select lumber Sizes to minimize waste Fit framing lumber and other rough carpentry set SECTION 06 10 00 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J accurately to the required lines and levels and secure in place in a rigid manner Spiking and nailing not indicated or specified otherwise shall be in accordance with the Nailing Schedule contained in ICC IBC perform bolting in an approved manner Spikes nails and bolts shall be drawn up tight 3 2 MISCELLANEOUS Dal Wood Roof Nailers Edge Strips Crickets Curbs and Cants 3 525 Roof Edge Strips Provide at perimeter of roof around openings through roof and where roofs abut vertical surfaces Except where
44. S S E E gn ops D DE L S ery a pp S S Eq 2712 ho A SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 6 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI n 40 n 40 n Lt e m m m T Jo i OZ lt lt gt 8 71 00 02 Shop Drawings ardware schedule 03 Product Data ardware items D 08 Manufacturer s Instructions Installation D 02 Shop Drawings Wall louvers Wall louvers D 03 Product Data Metal Wall Louvers 04 Samples all louvers 8 91 00 mme eme ome SCHEDULE DATES ACTION T C T R L A A N S R A A 5 5 C C M S P 1 A T T T E R E T C A C N N A R L 5 R T E C C E DESCRIPTION V IAPPROVAL MATERIAL DATE N C P D OF D OF T ITEM SUBMITTED H N R SUBMIT E ACTION E ACTION j 081113 50 02 Shop Drawings Dos a a b Doors El ie i 2 i Cd Frames 04 b i s ifi Cd Accessories 22 NEN Weatherstripp
45. The Contracting Officer will select paint at random from the products that have been delivered to the job site for sample testing The Contractor shall provide one quart samples of the selected paint materials The samples shall be taken in the presence of the Contracting Officer and labeled identifying each sample Provide labels in accordance with the paragraph Packaging Labeling and Storage of this specification 4 1 2 Testing Procedure Provide Batch Quality Conformance Testing for specified products as defined by and performed by MPI As an alternative to Batch Quality Conformance Testing the Contractor may provide Qualification Testing for specified products above to the appropriate MPI product specification using the third party laboratory approved under the paragraph Qualification Testing laboratory for coatings The qualification testing lab report shall include the backup data and summary of the test results The summary shall list all of the reference specification requirements and the result of each test The summary shall clearly indicate whether the SECTION 09 90 00 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J tested paint meets each test requirement Note that Qualification Testing may take 4 to 6 weeks to perform due to the extent of testing required Submit name a
46. UL 1660 3 OUTLET BOXES AND COVERS UL 514A cadmium or zinc coated if ferrous metal UL 514C if nonmetallic 4 CABINETS JUNCTION BOXES AND PULL BOXES Volume greater than 100 cubic inches UL 50 hot dip zinc coated if sheet SECTION 26 20 00 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J steel 2 5 WIRES AND CABLES Wires and cables shall meet applicable requirements of NFPA 70 and UL for type of insulation jacket and conductor specified or indicated Wires and cables manufactured more than 12 months prior to date of delivery to site shall not be used 522 Conductors Conductors No 8 AWG and larger diameter shall be stranded Conductors No 10 AWG and smaller diameter shall be solid except that conductors for remote control alarm and signal circuits classes 1 2 and 3 shall be stranded unless specifically indicated otherwise Conductor sizes and capacities shown are based on copper unless indicated otherwise 1 conductors shall be copper o5 dul Minimum Conductor Sizes Minimum size for branch circuits shall be No 12 AWG for Class 1 remote control and signal circuits No 14 AWG for Class 2 low energy remote control and signal circuits No 16 AWG and for Class 3 low energy remote
47. bL LL LL bL Ll 7 SwayBracing has je l T J l Lll Y i Hydraulic Calculations 1213 T l Ll Jj sbpoeretRepots T l 7 L Ll Br mmayTetReot je l J ll FinalAcceptance Test Report s11 fe TT Ll SD 07Certificaes l LL T J T Ll Y i Inspection by Fire Protection fe 7 T Speciatist CC 11111 150 10 Operation Maintenance T TT l1 l1 ll boaa 2 S _ _ S S SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 9 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt amm e SCHEDULE DATES ACTION T C T R L A S R 5 5 C C M S P A T T E R E T C A C N N A R L 5 T E C C E DESCRIPTION APPROVAL MATERIAL DATE DATE N D OF D OF T ITEM SUBMITTED H N R SUBMIT E ACTION E ACTION b d e f h i I m n o 21 13 13 00 10 Operating and Maintenance 312 J l J L1 1 J 4 mawas
48. l 1 f 1 J l J sbosProdtData T I To To L Lll Reetaces fes je TT l T l Circuitbreakers jJ2103 e l TO 1 l1 ll Switches 28 J TT T L Ll Ll Enclosedcircuitbreakers 21 fe l l l1 l ll Mamamotrsatres 212 je l 1 l1 ll J spoeretReogts T l 1 7 Ll Ll e60twrnges s52 je TT l1 l ll Groundingsystemtest 354 je l 1 ll J Growdfautreepacetest 353 fe TT 7 831 64 00 10 SD 02 Shop Drawings _ ie S TS T uma n i DetailDrawings Ct o l D J T fJ SD 08ProdutDaa l I L Ll Storage Batteries 4 T l l1 l ll i LowBatteryVoltage __ 2 je l 7 Lll Special Tools and Spare Parts 17 fe 1 l1 ll Testing o l 1 1 l1 ll Detailed Test Procedures de e amd TT T T T Tank WaterLevel Monitoring 210 TT 7 System Cd 1 Ll LL Ll L Ll O J spoeretReots T I Ll Testing o l 1 1 ll O l Ll Equipment je l 1 Lll Q
49. 29 GRUBBING Grubbing shall consist of the removal and disposal of matted roots from the designated grubbing areas Material to be grubbed together with organic or metallic debris not suitable for foundation purposes shall be removed to a depth of not less than 18 inches below the original surface level of the ground in areas indicated to be grubbed and in areas indicated as construction areas under this contract such as areas for buildings and areas to be paved Depressions made by grubbing shall be filled with suitable material and compacted to make the surface conform with the original adjacent surface of the ground SECTION 31 11 00 Page 2 NSA 03 NG 9 KUNIA TUNNEL OAHU HI RJ000081J NAS CSS FIRE PUMP REPLACEMENT BUILD 3 4 DISPOSAL OF MATERIALS Combustible and Non Combustible Materials Brush rotten wood and other refuse from the clearing and grubbing operations shall be disposed of outside the limits of Government controlled land at the Contractor s responsibility End of Section SECTION 31 11 00 Page 3 5 55 FIRE PUMP REPLACEMENT NG 9 KUNIA TUNNEL OAHU HI SECT ON TABL OF CONTENTS DIV SION 31 EARTHWORK SECTION 31 23 00 00 20
50. 3 1 4 2 Flashing Requirements Pipes passing through roof shall be installed through a 16 ounce copper flashing each within an integral skirt or flange Flashing shall be suitably formed and the skirt or flange shall extend not less than 8 inches from the pipe and shall be set over the roof or floor membrane in a solid coating of bituminous cement The flashing shall extend up the pipe a minimum of 10 inches For cleanouts the flashing shall be turned down into the hub and caulked after placing the ferrule Pipes passing through pitched roofs shall be flashed using lead or copper flashing with an adjustable integral flange of adequate size to extend not less than 8 inches from the pipe in all directions and lapped into the roofing to provide a watertight seal The annular space between the flashing and the bare pipe or between the flashing and the metal jacket covered insulation shall be sealed as indicated Flashing for dry vents shall be turned down into the pipe to form a waterproof joint Pipes up to and including 10 inches in diameter passing through roof or floor waterproofing membrane may be installed through a cast iron sleeve with caulking recess anchor lugs flashing clamp device and pressure ring with brass bolts Flashing shield shall be fitted into the sleeve clamping device Pipes passing through wall waterproofing membrane shall be sleeved as described above A waterproofing clamping flange shall be installed
51. ASTM D4318 ASTM D6938 ASTM D698 2006 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates 2000 R 2006 Amount of Material in Soils Finer than the No 200 75 micrometer Sieve 2007 Density and Unit Weight of Soil in Place by the Sand Cone Method 2009 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort 56 000 ft lbf ft3 2700 kN m m3 2011 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity Flow Applications 2011 Soils for Engineering Purposes Unified Soil Classification System 2010 Liquid Limit Plastic Limit and Plasticity Index of Soils 2010 Standard Test Method for In Place Density and Water Content of Soil and Soil Aggregate by Nuclear Methods Shallow Depth 2007e1 Laboratory Compaction Characteristics of Soil Using Standard Effort 12 400 ft lbf cu ft 600 kN m cu m SECTION 31 23 00 00 20 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J U S ARMY CORPS OF ENGI 2 I 5 USACE EM 385 1 1 2008 Errata 1 2010 Changes 1 3 2010 Changes 4 6 2011 Safety and Health Requirements Manual 1 2 DEFINITIONS 122421 Degree of Compaction Degree of compaction is expressed as a percentage of the maximum density ob
52. Gaps at the intersection of floor slabs and walls including inside of hollow walls at the floor slab d Gaps at perimeter of fire resistance rated walls and partitions such as between the top of the walls and the bottom of roof decks e Construction joints in floors and fire rated walls and partitions f Other locations where required to maintain fire resistance rating of the construction x3 NSPECTION General Requirements The firestopped shall not be covered or enclosed until inspection is complete and approved by the manufacturer s technical representative The manufacturer s representative shall inspect the applications initially to nsure adequate preparations clean surfaces suitable for application etc and periodically during the work to assure that the completed work has been accomplished according to the manufacturer s written instructions and the specified requirements Submit written reports indicating locations of and types of penetrations and types of firestopping used at each location type shall be recorded by UL listed printed numbers 23 2 Inspection Standards Inspect all firestopping in accordance to ASTM standards for firestop inspection and document inspection results to be submitted to GC Architect and Owner a ASTM E 2393 b ASTM E 2174 SECTION 07 84 00 Page 7 NAS CSS PUMP
53. _ CD AR un n CD Eire s AJA n I9 O1 O1 5 T omoo 40 o O1 O1 CON m n o p p pe 0h s ue _ pee zm Ep lu o o S S S T S S pup emi NEED ERES pui duc S S E E gn ops D DE L S ery a pp S S Eq 2712 SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 15 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt amm e SCHEDULE DATES ACTION T C T R L A S R 5 5 C C M S P A T T E R E T C A C N N A R L 5 T E C C E DESCRIPTION APPROVAL MATERIAL DATE DATE N D OF D OF T ITEM SUBMITTED H N R SUBMIT E ACTION E ACTION 835210 Footvave peso J l l J Ll L1 J 1 i Tank Overfill Prevention Vave
54. 1 Pipe Joint Materials 12 Miscellaneous Materials PIPE HANGERS INSERTS AND SUPPORTS VALVES 1 Wall Faucets BACKFLOW PREVENTERS DRAINS Floor and Shower Drains eu etallic Shower Pan Drains 2 Drains and Backwater Valves Area Drains Emergency Eyewash and Shower Emergency Eye and Face Wash SCELLANEOUS PIPING ITEMS Escutcheon Plates Pipe Sleeves 1 Sleeves in Masonry and Concrete 2 Sleeves Not in Masonry and Concrete Pipe Hangers Supports N N EXECUTION 21 Water Pipe GENERAL INSTALLATION REQUI Fittings SECT ON 22 00 00 REMENTS and Connections Page 1 NSA 03 RJ000081J 5 55 End of Section 1 WWW WWWN C C9 WW CO rable of Contents SECT ON 22 00 00 Page 2 NSA 03 RJ000081J and Equipment FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU Hl 3 1 Utilities 3 22 Cutting and Repairing 3 3 Protection of Fixtures Materials Bes 4 Mains Branches and Runouts 33 45 Pipe Drains 3 1 1 6 Thrust Restraint 1 2 Joints 33 1 2 Threaded 3 1 2 2 Mechanical Couplings 3162 3 Unions and Flanges 312 224 Grooved Mechanical Joints 31 2 5 Cast Iron Soil Waste and Vent Pipe 3 1 2 6 Copper Tube and Pipe
55. Engineering Technologies arm systems program with verification of experience and current NICET certificate perform onl The Registered Professional under this specification ly the items allowed by the specific category of Engineer may perform all required items The NICET Fire Alarm Technician shall certification held 1 2 Install er The install Fire Alarm System terminate fire alarm devices Fire Alarm 7 Level ling Contractor shall provide the following Technicians to perform the installation of the system Technician shall supervise the installation of the fire al NI CET Level ET Fire Al CET Level NIC AN arm 3 arm 2 or higher Fire Alarm Technician shall install and system The Fire Al factory trained in the installation cabinets and panels electrician or install conduit for the fire alarm installing the equipment shall be adjustment testing and operation of Technician shall larm technicians the equipment specified herein and on the drawings ON 28 31 64 00 10 Page 7 ECT NSA 03 NAS CSS FIRE PUMP REPLACEM ENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 4 1 3 Fire Protection Engineer Installations needing designs or modifications of fire detection fire
56. TUNNEL OAHU HI OZ lt lt gt amm e SCHEDULE DATES ACTION T C T R L A S R 5 5 C C M S P A T T E R E T C A C N N A R L 5 T E C C E DESCRIPTION APPROVAL MATERIAL DATE DATE N D OF D OF T ITEM SUBMITTED H N R SUBMIT E ACTION E ACTION b d e f h i I m n o 1348 00 00 10 Flexible BallJoints 22 J J l L J 1 J l 21 13 13 00 10 SD 02 Shop Drawings l l l 7 Ll Ll smppeawns has je ll l l ll AemutDawngs l ll l T Lll sbosProdtData I Ll Fire Protection Related To l J T Lll Submittals 111111111111 Ll O MaterialsandEquipment TT l l1 l1 ll Parts me h l LL T T Ll Br mnayTess 1 je l 1 1 l1 ll j FiaAcepaneTet 31 je f T ll Ll Onsite Training Eae TT T T f Fire Protection Specialist fe f l l Ll SpinkderSysemlstaler 142 fe J l Ll Detailedtestprocedures fe f l l 1 l1 ll SD 05Design Data _
57. To Jf j SD o6TestRepons l l ll sami ngesuts dt o f Jf Occupational and Environmental 1523 a f ll j AssessmentDataRepot To f ll jsocetiaes l ll Testing laboratory 111 j Third party consultant ns14 l 11111 auaifications Eq gp r prp uy m pzcTm Clearance Certification fasii a P 111 j 180 11 Closeout Submittals p Ee ee 7 haardouswatemanet 3 5 21 a 111 j turn indocuments orweight 23521 111 j La WE n 3b no cu _ 4e SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 1 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt amm e SCHEDULE DATES ACTION T C T R L A S R 5 5 C C M S P A T T E R E T C A C N N A R L 5 T E C C E DESCRIPTION APPROVAL MATERIAL DATE DATE N D OF D OF T ITEM SUBMITTED H N R SUBMIT
58. 2003 R 2009 Standard Specification for Carbon Steel Track Bolts and Nuts 2011a Standard Specification for Alloy Steel and Stainless Steel Bolting Materials for High Temperature Service and Other Special Purpose Applications 2011 Standard Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service or Both 2010 Standard Specification for Hex Cap Screws Bolts and Studs Steel Heat Treated 120 105 90 ksi Minimum Tensile Strength General Use 1999 R 2009 Standard Specification for Ferritic Malleable Iron Castings 2010 Standard Specification for Pipe Steel Black and Hot Dipped Zinc Coated Welded and Seamless 1984 R 2009 Standard Specification for Ductile Iron Castings 2008 Standard Specification for Black and Hot Dipped Zinc Coated Galvanized Welded and Seamless Steel Pipe for Fire Protection Use 2010 Standard Specification for Seamless Brass Tube 2010 Standard Specification for Seamless Copper Pipe Standard Sizes 2009 Standard Specification for Composition Bronze or Ounce Metal Castings 2002 R 2010 Standard Specification for Seamless Copper Tube 2009 Standard Specification for Seamless Copper Water Tube 2011 Standard Specification for Calcium 30 00 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J I Silicate Block and Pipe Thermal Insulation AST
59. 2006 R 2011 Coated Fabrics 2011 Fire Tests of Roof Coverings 2012 Standard Test Method for Surface Burning Characteristics of Building Materials UNDERWRITERS LABORATORIES UL UL 790 UL RMSD 2004 Reprint Oct 2008 Standard Test Methods for Fire Tests of Roof Coverings 2011 Roofing Materials and Systems SECTION 07 52 25 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Directory 122 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 03 Product Data Heat Weldable Thermoplastic Polyolefin TPO Membrane Submit catalog cuts technical data sheets include material description and physical properties application details and recommendations regarding shelf life application procedures and precautions on flammability and toxicity SD 04 Samples Heat Weldable Thermoplastic Polyolefin TPO Membrane Submit two samples from the manufacturer s standard line to be used in selecting or approving colors for the project SD 07 Certificates Heat Weldable Thermoplastic
60. 5 ON 03 30 00 CAST IN PLACE CONCRETE GENERAL MODI REFERENCES DEFINITIONS SUBMITTALS FICATION OF REFERENCES DEL STORAGE AND HANDLING Reinforcement CO CO H QUALITY ASSURANCE Design Data Formwork Calculations Drawings Shop Drawings E Reinforcing Steel Control Submittals Curing Concrete Elements 2 59 4 Pumping Concrete Form Removal Schedule VOC Content for form release agents curing compounds and oncrete penetrating sealers 2735 5 Material Safe Data Sheets Test Reports ty 4 AA 6 ENV QUA Concrete Mix Design Fly Ash and Pozzolan Ground Granulated Blast Furnace Slag Aggregates Special Finisher Qualifications RONMENTAL REQUIREMENTS Submittals for Environmental Performance UJIFICATIONS FOR CONCRETE TESTING SERVICE QUA oIFICATIONS FOR WELDING WORK CONCRETE SAMPLING AND PROI TESTING DUCTS MATERIALS FOR FORMS al Wood Forms Concrete Form Plywood Standard Rough 22 2 Overlaid Concrete Form Plywood Standard Smooth Steel Forms FORM TIES AND ACCESSORIES CONCRETE zl 333 1 1 2341s 2 Contractor Furnished Mix Design M
61. Coupling and Bracing G Equipment Requirements G Contractor Designed Bracing G SD 07 Certificates Flexible Ball Joints SECTION 13 48 00 00 10 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J PART 2 PRODUCTS 2 1 FLEXIBLE COUPLINGS Flexible couplings shall have same pressure and temperature ratings as adjoining pipe Did FLEXIBLE BALL JOINTS Flexible ball joints shall have cast or wrought steel casing and ball parts capable of 360 degree rotation with not less than 15 degree angular movement Flexible ball joints shall be certified to be suitable for the service intended by the manufacturer Information verifying experience at not less than 3 locations of 2 years satisfactory operation in a similar application shall be submitted 2 3 FLEXIBLE MECHANICAL JOINTS a Mechanical couplings for steel or cast iron pipe shall be of the Sleeve type and shall provide a tight flexible joint under all reasonable conditions such as pipe movement caused by expansion contraction slight settling or shifting of the ground minor variations in trench gradients and traffic vibrations Where permitted in other sections of these specifications joints utilizing split half couplings with grooved or shouldered
62. EPA approved for comply with applicable local and state ON 22 00 00 Page 26 L bacterial tests indicate the absence zero mean coliform density per 100 milliliters The system will not be results have been obtained NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 3 a WASTE MANAGEMENT Place materials defined as hazardous or toxic waste in designated containers Return solvent and oil soaked rags for contaminant recovery and laundering or for proper disposal Close and seal tightly partly used sealant and adhesive containers and store in protected well ventilated fire safe area at moderate temperature Place used sealant and adhesive tubes and containers in areas designated for hazardous waste Separate copper and ferrous pipe waste in accordance with the Waste Management Plan and place in designated areas for reuse 4 POSTED INSTRUCTIONS Framed instructions under glass or in laminated plastic including wiring and control diagrams showing the complete layout of the entire system shall be posted where directed Condensed operating instructions explaining preventive maintenance procedures methods of checking the system for normal safe operation and procedures for safely starting and stopping the system shall be prepared in typed form framed as specified above for the wiring and control diagram
63. Provide boxes in wiring and raceway systems wherever required for pulling of wires making connections and mounting of devices or fixtures Boxes for metallic raceways shall be cast metal hub type when located in wet locations when surface mounted on outside of exterior surfaces when surface mounted on interior walls exposed up to 7 feet above floors and walkways or when installed in hazardous areas and when specifically indicated Boxes in other locations shall be sheet steel except that aluminum boxes may be used with aluminum conduit and nonmetallic boxes may be used with nonmetallic conduit system Each box shall have volume required by NFPA 70 for number of conductors enclosed in box Boxes for mounting lighting fixtures shall be minimum 4 inches square or octagonal except that smaller boxes may be installed as required by fixture configurations as approved Boxes for use in masonry block or tile walls shall be square cornered tile type or standard boxes having square cornered tile type covers Provide gaskets for cast metal boxes installed in wet locations and boxes installed flush with outside of exterior surfaces Provide separate boxes for flush or recessed fixtures when required by fixture terminal operating temperature fixtures shall be SECTION 26 20 00 Page 17 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J
64. address and tel lephone number submitted shall call on an emergency basis End of Section ECT ON 21 and recommended service organization for each item of equipment shall be submitted for fire pumps and drivers 30 00 including Data Package 3 Each service organization be capable of providing 4 hour onsite response to a service Page 27 NAS CSS PART 1 PUMP REPLACEMENT NG 9 KUNIA TUNNEL OAHU HI 1 Al SECT ON TABLE OF CONTENTS DIVIS ON 22 PLUMBING SECTION 22 00 00 PLUMBING GENERAL PURPOSI E GENERAL REFERENCES SUBMITTALS STANDARD PRODUCTS ternative Qualifications WWW w 22 Service Support 3 24 Wel Manufacturer s Nameplate 4 Modification of References 232427 1 3 4 2 Definitions Administrative Interpretations DELIVERY STORAGE AND HANDLING PERFORMANCE REQUIREMENTS ding H d PART 2 ANNA A REGULATORY REQUIREMENTS PROJECT SITE CONDITIONS INSTRUCTION TO GOVERNMENT PERSONNEL ACCESSIBILITY OF EQUIPMENT PRODUCTS Materials U1 PH 9 H
65. alarm or fire suppression systems require the services and review of a qualified fire protection engineer For the purposes of meeting this requirement a qualified fire protection engineer is defined as an individual meeting one of the following conditions a registered professional engineer P E in fire protection engineering and having passed the NCEES FPE exam 1 4 2 Detail Drawings Submit detail drawings consisting of a complete list of equipment and material including manufacturer s descriptive and technical literature catalog cuts and installation instructions Note that the contract drawings show layouts based on typical audible appliances Check the layout based on the actual audible devices to be installed and make any necessary revisions in the detail drawings The detail drawings shall also contain complete wiring and schematic diagrams for the equipment furnished equipment layout and any other details required to demonstrate that the system has been coordinated and will properly function as a unit Detail drawings and detailed point to point wiring diagram shall be prepared and signed by a Registered Professional Engineer or a NICET Level 3 Fire Alarm Technician showing points of connection Diagram shall include connections appliances control panels supervised devices and between system devices equipment that is activated or controlled
66. d Keep all liquids in airtight containers and keep containers closed xcept when removing materials e Use liquid components including adhesives within their shelf life period Store adhesives at 60 to 80 degrees F for at least 24 hours prior to use Avoid excessive adhesive application and adhesive spills as they can be destructive to some elastomeric sheets and insulations follow adhesive manufacturer s printed application instructions f Do not allow contact between various materials through mixing of remains dual use of mixing transporting or application equipment Do not use equipment containing the remains of previous materials g Require workmen and others who walk on the membrane to wear clean soft soled shoes to avoid damage to roofing materials h Do not use equipment with sharp edges which could puncture the elastomeric sheet 343 APPLICATION a Workmanship The Roofer shall have a responsible foreman on the job during roofing operations who shall ensure that all work is done in accordance with the plans and specifications b No roofing shall be installed during precipitation and shall not be started in the event there is a possibility of precipitation during application c No roofing shall be started in the absence of the Contracting Officer or his representative The Contractor shall call the Contracting Officer SECTION 07 52 25 Page 10 NSA 0
67. line tions shall be connected into signal installed on surface moun Stations shall requiring the The the station Le ted outlet boxes be single Stations shall be finished in red with raised letter Stations use of a key or Gravity or mercury switches be ra e pull ted for the vol stations shall be shall latch upon operation and remain Stations shall have a separate screw Surface mounted boxes shall be matched and Fire detecting devices shall comply with the applicable requirements of ECT ON 28 31 64 00 10 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J NFPA 72 NFPA 90A UL 268 UL 268A and UL 521 The detectors shall be provided as indicated Detector base shall have screw terminals for making connections No solder connections will be allowed Detectors located in concealed locations above ceiling raised floors etc shall have a remote visible indicator LED LCD Addressable fire detecting devices except flame detectors shall be dynamically supervised and uniquely identified in the control panel 11 fire alarm initiating devices shall be individually addressable except where indicated Installed devices shall conform to NFPA 70 hazard classification of the area where devices are to be installed 2 752
68. loadings ll be monolithic construction the new encasement Where a Submit in accordance with the detail drawing At any point except railroad and tops of concrete encasements shall be not less than the nts listed in NFPA 70 At railroad and airfield crossings lines shall be encased with concrete and reinforced as indicated to Tops of concrete encasements shall jack and s1 predril l ling or install leeve or spacing blocks shall be made of steel or a combination of these materia is required ld pavements greater than 50 feet rigid protect the ling conduit For concrete ls placed not farther apart than Ducts shall be securely anchored to prevent movement during the placement of concrete and joints shall be staggered at least 6 inches vertically 4 Top of duct 11 shall Nonencased Direct Burial except that be inches of earth is required ndholes and shall manholes or ha and sharp objects sand a 3 inch approximate de tween adjacent layer of sand shall nsities of surrounding firm soil nes shall be not less than 24 inches bel be installed with a minimum of 3 inches of earth around each duct lectric power and communication ducts Bottoms of trenches shall be be smooth and free of stones low finished grade and 12 graded toward soft spots Where bottoms of trenches comprise materials other than b
69. 212220 Through Penetrations Firestopping materials for through penetrations as described in paragraph SYSTEM DESCRIPTION shall provide F T and L fire resistance ratings in accordance with ASTM E 814 or UL 1479 Fire resistance ratings shall be as follows SECTION 07 84 00 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J a Penetrations of Fire Resistance Rated Walls and Partitions F Rating 1 hour b Penetrations of Fire Resistance Rated Floors Floor Ceiling Assemblies and the ceiling membrane of Roof Ceiling Assemblies F Rating 1 hour T Rating 1 hour Where the penetrating item is outside of a wall cavity the F rating and T rating must be equal to the fire resistance rating of the floor penetrated C Penetrations of Fire and Smoke Resistance Rated Walls Floors Floor Ceiling Assemblies and the ceiling membrane of Roof Ceiling Assemblies F Rating 1 hour T Rating 1 hour and L Rating 5 cfm sf 2 123 2 Construction Joints and Gaps Fire resistance ratings of construction joints as described in paragraph SYSTEM DESCRIPTION and gaps such as those between floor slabs or roof decks and walls shall be the same as the construction in which they occur Construction joints and gaps shall be provided with firestopping materials and systems that have been tested in accordance with ASTM E 119 ASTM E 1966
70. 8 WARN F L9 PART 3 WWW CO C2 FACTORY APPLIED FINISH E XECUTI LON INSTALLATION w WWW CO WW H WWWW WWW WWW CO H 2 Hazardous Locations Wiring Methods Pull Wire 1 UO i 0 Conduit Installation Restrictions Appl Restrictions Appl Restrictions Appl D CIRCUIT BREAKERS MOTOR STARTERS DING AND BONDING EQUI Ground Rods ANUFACTURER S NAMEPLATE IELD FABRICATED NAMEPLATES NG SIGNS IRESTOPPING MATERIALS icab icab icab RATED SWITCHES PMENT e to EMT e to Nonmetallic Conduit e to Flexible Conduit Underground Conduit Other Than Service Entrance Conduit Installed Under Floor Slabs Conduit Through Floor Slabs Stub Ups Conduit Support CO CO CO CO WWW Ww CO 1 Flexible Connections OY I 00 gt Boxes WwW w 4 2 Mounting Heights Pull Boxes Conductor Identification Marking Strips Splices Covers and 1 Device Plates Electrical Penetrations 2 3 WWW w n 1 2 2 2 2 3 2 4 Grounding and 1 Ground Rods Grounding Connections Resistance Workmanship Existing Concea Bonding Equipment Co
71. Do not use concrete which becomes nonplastic and unworkable or does not meet quality control limits as specified or has been contaminated by foreign materials Use of retempered concrete is permitted Remove rejected concrete from the site SECTION 03 30 00 Page 31 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 wh 2 Footing Placement Concrete for footings may be placed in excavations without forms upon inspection and approval by the Contracting Officer Excavation width must be a minimum of 4 inches greater than indicated 27 23 Vibration ACI MCP 2 Furnish a spare working vibrator on the job site whenever concrete is placed Consolidate concrete slabs greater than 4 inches in depth with high frequency mechanical vibrating equipment supplemented by hand spading and tamping Consolidate concrete slabs 4 inches or less in depth by wood tampers spading and settling with a heavy leveling straightedge Operate internal vibrators with vibratory element submerged in the concrete with a minimum frequency of not less than 6000 impulses per minute when submerged Do not use vibrators to transport the concrete in the forms Penetrate the previously placed lift with the vibrator when more than one lift is required Use external vibrators on the exterior surface of the forms when internal vibrators do not provide adequate consolidation of the
72. If initial monitoring is necessary submit occupational and environmental sampling results to the Contracting Officer within three working days of collection signed by the testing laboratory employee performing the analysis the employee that performed the sampling and the CP In order to reduce the full implementation of 29 CFR 1926 62 the Contractor shall provide documentation Submit a report that supports the determination to reduce full implementation of the requirements of 29 CFR 1926 62 and supporting the Lead Compliance Plan a The initial monitoring shall represent each job classification or if working conditions are similar to previous jobs by the same employer provide previously collected exposure data that can be used to estimate worker exposures per 29 CFR 1926 62 The data shall represent the worker s regular daily exposure to lead for stated work b Submit worker exposure data gathered during the task based trigger operations of 29 CFR 1926 62 with a complete process description This includes manual demolition manual scraping manual sanding heat gun power tool cleaning rivet busting cleanup of dry expendable abrasives abrasive blast enclosure removal abrasive blasting welding cutting and torch burning where lead containing coatings are SECTION 02 83 13 00 20 Page 8 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J
73. NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J T Installation Drawings G As Built Drawings G Piping Layout G Pump Room G SD 03 Product Data Fire Pump Installation Related Submittals Catalog Data G Spare Parts Preliminary Tests Field Tests G Fire Protection Specialist G Manufacturer s Representative G Field Training SD 06 Test Reports Preliminary Tests Report Army Final Acceptance Test SD 07 Certificates Fire Protection Specialist G Qualifications of Welders Qualifications of Installer Preliminary Test Certification SD 10 Operation and Maintenance Data Operating and Maintenance Flow Meter 4 QUALITY ASSURANC A41 Fire Protection Specialist Instructions Work specified in this section shall be performed under the supervision of and certified by the Fire Protection Specialist Submit the name and documentation of certification of the proposed Fire Protection Specialists no later than 14 days after the Notice to Proceed and prior to the submittal of the fire pump installation drawings The Fire Protection who is a registered professional engineer Specialist shall be an individua nd a Full Member of the Society of Fire Protection Engineers or who is ertified as a Level IV Technician by National Institute for Certification n Engi
74. Partitions containing joint reinforcement shall be provided with prefabricated pieces at corners and intersections or partitions 3 3 MORTAR MIX Mix mortar in a mechanically operated mortar mixer for at least 3 minutes but not more than 5 minutes Measure ingredients for mortar by volume Ingredients not in containers such as sand shall be accurately measured by the use of measuring boxes Mix water with the dry ingredients in sufficient amount to provide a workable mixture which will adhere to the vertical surfaces of masonry units Retemper mortar that has stiffened because of loss of water through evaporation by adding water to restore the proper consistency and workability Discard mortar that has reached its initial set or that has not been used within 2 5 hours after mixing 3 4 REINFORCING STEEL I Clean reinforcement of loose flaky rust scale grease mortar grout or other coating which might destroy or reduce its bond prior to placing grout Bars with kinks or bends not shown on the drawings shall not be used Reinforcement shall be placed prior to grouting Unless otherwise indicated vertical wall reinforcement shall extend to within 2 inches of tops of walls 3 4 1 Positioning Bars Vertical bars shall be accurately placed within the cells at the positions indicated on the drawings A minimum clearance of 1 2 inch shall be maintained between the bars an
75. SURANCE i4 As Bui DELIVERY EXTRA MATERIA lt Drawings STORAGE AND HANDLING 15 PRODUCTS STANDARD PRODUCT NAMEPLATES 21 Genera CORROSION Ferrou 2 22 2 2 Finish BLES Low Vo 2122 2 Dp L PROTECTION Aluminum Materials s Metal Materials Hardware Equipment ing ltage Cables sulation 1 4 s CAB In Low Vo E JOINTS TERM Jackets Direct Buried Duct NAT CONDUIT Co ANI zd Metall 2 Nonmetallic 6 2 1 i Condui D DUCTS ic Conduit Ducts ONS ANI tage Cable Splices Conductor Material ncrete Encased 1 Ducts t Sealing Compound METERING AND PROTECTIVE SURGE ARRESTERS GROUNDING AND sd Driven 2 Grounding Conductors CONCRETE AND PADLOCKS EXECUTION EXAM NAT BONDING Ground Rods ON SECTION 33 DEVICES REINFORCEMENT 70 02 00 10 SYSTEM UNDERGROUND D CONNECTORS Page 1 NSA 03 RJ000081J 5 55 3 C9 CO CO C29 CO CO CO CO C29 C9 C C CO C Ww gt PPP PD OV OF RE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI INSTALLATION REQUIREMENTS xl Conformance 2 Disposal of to Codes
76. vertical lines the circumferential seams of the jacket shall overlap so the lower edge of each jacket overlaps the upper edge of the jacket below 2 8 FIRE PUMP CONTROLLER Controller shall be the automatic type and UL listed UL Fire Prot Dir or FM approved FM APP GUIDE for fire pump service Pump shall be arranged for automatic start and stop and manual push button stop Automatic stopping shall be accomplished only after all starting causes have returned to normal and after a minimum pump run time has elapsed Controllers shall be completely terminally wired ready for field connections and mounted in a NEMA Type 4 watertight and dust tight enclosure arranged so that controller current carrying parts will not be less than 12 inches above the floor Controller shall be provided with voltage surge arresters installed in accordance with NFPA 20 Controller shall be equipped with a bourdon tube pressure switch or a solid state pressure switch with independent high and low adjustments automatic starting relay actuated from normally closed contacts visual alarm lamps and supervisory power light Controller shall be equipped with a thermostat switch with adjustable setting to monitor the pump room temperature and to provide an alarm when temperatures falls below 40 degrees F 2 8 1 Controller for Diesel Engine Driven Fire Pump Controller shall require the pump
77. 1 AND FI LL PART 1 GENERAL REFERENCES 2 DEFINITIONS 2242 02 Degree of Compaction 1 2 2 Hard Materials 12723 Rock 73 SUBMITTALS 1 4 DELIVERY STORAGE AND HANDLING 1 5 CRITERIA FOR BIDDING 1 6 QUALITY ASSURANCE 1 6 1 Shoring and Sheeting Plan 1 46 2 Dewatering Work Plan 1 6 3 Utilities PART 2 PRODUCTS 2 1 SOIL MATERIALS 2 xd Satisfactory Materials 22142 Unsatisfactory Materials 2521 53 Cohesionless and Cohesive Materials 2 1 4 Common Fill 2 1 5 111 111 1 1 2 1 6 Select Material 2 2 UTILITY BEDDING MATERIAL 2 2 4 Sand 225 2 Gravel 2 3 BURIED WARNING AND IDENTIFICATION TAPE 2 3 Warning Tape for Metallic Piping 223222 Detectable Warning Tape for Non Metallic Piping 2 4 DETECTION WIRE FOR NON METALLIC PIPING PART 3 EXECUTION 35 1 PROTECTION 3 1 Shoring and Sheeting 3 22 Drainage and Dewatering 3510222 Dewatering 3153 Underground Utilities 3 2 EXCAVATION Bh Deel Structures With Spread Footings 322 2 Pipe Trenches 3 243 Excavated Materials 3 2 4 Final Grade of Surfaces to Support Concrete 343 SUBGRADE PREPARATION 3 4 FILLING AND BACKFILLING SECTION 31 23 00 00 20 Page 1 NSA 03 RJ000081J
78. 2 510 l J l Lll 33 70 02 00 10150 02 Shop Drawings OT l l 11 i As BuiltDrawings __ fhaa GE 11 5 Product Data bL 7 Nampaes Je l 1 l1 ll MgeidanEqupmn 21 f l J l1 ll i Installation Requirements 32 fe 1 l1 ll sp o6 Test Reports bL 7 Cid l Ll Ll Li Ll ll installation ll T J Ll O o l Ll T J T Ll MgeiandEqgimnt fa l l l1 ll T gpl Lo o O 111111111 O 111111111 O 111111111 111111111 O __ _ 4 em T ns 6 1 __ T p S e 5 42 00 o O 111111111 O ae p e T O o O 111111111 O 111111111 111111111 O ee Ee SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 16 OF 16 PAGES NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION TABLE OF CONTENTS DIVISION 02 EXISTING CONDITIONS SECTION 02 41 00
79. 3 1 2 7 Plastic Pipe 3 1 2 8 Polypropylene Pipe 3 1 2 9 Other Joint Methods lt 3 Dissimilar Pipe Materials 2 1 4 Pipe Sleeves and Flashing 3 1 41 Sleeve Requirements 3 1 4 2 Flashing Requirements 3 144 3 Optional Counterflashing 3 1 4 4 Pipe Penetrations of Slab on Grade Floors 3 1 4 5 Pipe Penetrations diu Supports 3 1 5 1 General 3 1 5 2 Pipe Hangers Inserts and Supports 9 15 3 Structural Attachments 1 6 Welded Installation 1 7 Pipe Cleanouts TESTS FLUSHING AND DISINFECTION AW Plumbing System 222 Defective Work S23 System Flushing 3 2 3 1 During Flushing 3 2 3242 After Flushing 2 4 Operational Test 125 5 Disinfection WASTE MANAGEMENT POSTED INSTRUCTIONS TABLES NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J I SECTION 22 00 00 PLUMBING GENERAL PURPOSI PART 1 GENERAL 121 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AMERICAN NATIONAL STANDARDS INSTITUTE ANST ANSI Z21 10 3 CSA 4 3 2011 Gas Water Heaters Vol III Storage Water Heaters With Input Ratings Above 75 000 Btu Per Hour Circulating and Instantaneous AMERICAN SOCIETY OF HEATING REFRIGERATING AND AIR CONDITIONING ENGINEERS ASH
80. 4 BACKSTOPS Provide glass fiber roving or neoprene butyl polyurethane or polyethylene foams free from oil or other staining elements as recommended by sealant manufacturer Provide 25 to 33 percent oversized backing for closed cell and 40 to 50 percent oversized backing for open cell material unless otherwise indicated sealant backstops 24 1 PVC Conform to ASTM D1667 Grade VO 12 Polyvinyl chloride PVC backing 2 55 CLEANING SOLVENTS Provide type s PART 3 EXECUTION Sad SURFACE PREPARATION Clean surfaces from dirt frost moisture or other foreign matter that would tend Remove oil and grease with solvent cloths prior to applying new sealant SECTION 07 92 00 open cell foam When resealing an existing joint Make backstop material compatible with Do not use oakum and other types of absorptive materials as round cross section for recommended by the sealant manufacturer grease oil wax lacquer paint to destroy or impair adhesion Surfaces must be wiped dry with clean remove existing caulk or sealant Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 322 SEALANT PREPARATION Do not add liquids solvents or powders to the sealant Mix multicomponent elastomeric sealants in accordance with manufacturer s instructions 3223 APPLICATION 34351 Joint Width To Depth Ratios a Acceptable Ratios JOIN
81. 52 10 Page 4 5 55 FIRE PUMP REPLACE AWWA AWWA AWWA AWS ASME 1 ASME 1 ASME ASME ASME ASME 1 ASME ASME 1 ASME 1 ASME ASME ASME ASME NSA 03 C215 C216 222 LDING 9 KUNIA TUNNEL OAHU RJ000081J I 2010 Extruded Polyolefin Coatings for the Exterior of Steel Water Pipelines 2007 Heat Shrinkable Cross Linked Polyolefin Coatings for the Exterior of Special Sections Connections and Fittings for Steel Water Pipelines 2009 Petrolatum and Petroleum Wax Tape Coatings for the Exterior of Connections and Fittings for Steel Water Pipelines WELDING SOCIETY AWS BRH ASME INT ERNATIONAL B31 3 B40 100 B40 200 BPVC SEC V D1 SECT 2007 5th Ed Brazing Handbook ASME 2003 R 2008 Unified Inch Screw Threads UN and UNR Thread Form 2011 Forged Fittings Socket Welding and Threaded 2011 Nonmetallic Flat Gaskets for Pipe Flanges 2011 Malleable Iron Threaded Fittings Classes 150 and 300 2009 Supp 2010 Valves Flanged Threaded and Welding End 2009 Standard for Malleable Iron Threaded Pipe Unions Classes 150 250 and 300 2009 Pipe Flanges and Flanged Fittings NPS 1 2 Through NPS 24 Metric Inch Standard 2007 Sta
82. ASTM 2001 R 2007 Standard Specification for Hard Drawn Copper Wire 2011 Standard Specification for Concentric Lay Stranded Copper Conductors Hard Medium Hard or Soft 2001 R 2007 Laminated Thermosetting Materials Eq j ECTRONICS ENGINEERS IEEE AND E 2000 Archived The Authoritative Dictionary of IEEE Standards Terms 1983 Guide for Measuring Earth Resistivity Ground Impedance and Earth Surface Potentials of a Ground System 2012 National Electrical Safety Code NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEMA C80 1 C80 3 250 ICS 1 NEMA ICS 6 NEMA KS 1 2005 American National Standard for Electrical Rigid Steel Conduit ERSC 2005 American National Standard for Electrical Metallic Tubing EMT 2008 Enclosures for Electrical Equipment 1000 Volts Maximum 2000 R 2005 R 2008 Standard for Industrial Control and Systems General Requirements 1993 R 2011 Enclosures 2001 R 2006 Enclosed and Miscellaneous Distribution Equipment Switches 600 V Maximum SECTION 26 20 00 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 70000810 2 2003 Standard for Electrical Polyvinyl Chloride PVC Conduit NEMA TC 3 2004 Standard for Polyvinyl Chloride PVC Fittings for Use With Rigid PV
83. Addenda 2011 Hypochlorites 2010 Liquid Chlorine 2008 Coal Tar Protective Coatings and Linings for Steel Water Pipelines Enamel and Tape Hot Applied 2011 Grooved and Shouldered Joints 2005 Errata 2005 Standard for Disinfecting Water Mains 2011 Disinfection of Water Storage Facilities AMERICAN WELDING SOCIETY AWS AWS A5 8 A5 8M AWS ASME ASME ASME ASME ASME 1 ASME ASME ASME B2 2 B2 2M ASME INTERNATIONAL A112 1 2 A112 36 2M A112 6 1M A112 6 3 B16 5 SECT 2011 Specification for Filler Metals for Brazing and Braze Welding 2010 Specification for Brazing Procedure and Performance Qualification ASME 2004 Standard for Air Gaps in Plumbing Systems For Plumbing Fixtures and Water Connected Receptors 1991 R 2008 Cleanouts 1997 R 2008 Floor Affixed Supports for Off the Floor Plumbing Fixtures for Public Use 2001 R 2007 Standard for Floor and Trench Drains 1983 R 2006 Pipe Threads General Purpose Inch 2012 Cast Copper Alloy Solder Joint Pressure Fittings 2011 Nonmetallic Flat Gaskets for Pipe Flanges 2001 R 2010 Standard for Wrought Copper and Copper Alloy Solder Joint Pressure Fittings 2009 Pipe Flanges and Flanged Fittings ON 22 00 00 Page 4 NAS CSS 5 5 5 5 5 ASTM ASTM ASTM ASTM ASTM AST A
84. CO Flushing 22 Hydrostatic 7 2 Hydrostatic 1 Testing of Alarm Main Drain Flow 1 BPwWONOO PIPE COLOR CODE MARKING 0 Underground Piping Testing Aboveground Piping Testing Devices Test n 1 FINAL ACCEPTANCE TES ONSITE TRAINING End of Section Table of Contents SECT ON 21 13 13 00 10 Page 2 NSA 03 RJ000081J 5 55 FIRE PUMP REPLACEMENT BU PART 1 1 NSA 03 I LDING 9 KUNIA TUNNEL OAHU HI RJ000081J WET PIPE SPRI SECTION 21 13 13 00 10 INKL ER SYSTEM FIRE PROTECTION GENERAL 1 R REFERENCES The publications listed below form a part of this specification to the xten basic designation onl ASSE AWWA AWWA AWWA AWWA AWWA AWWA AWWA AWWA AWWA ASME ASME 1 AMERICAN SOCII y 1015 t referenced The publications are referred to within the text by the ETY OF SANITARY ENGINEERING ASSE 2009 Performance Requirements for Double Check Backflow Prevention Assemblies and Double Check Fire Protection Backflow Prevention Assemblies ANSI approved 2010 AMERICAN WATER WORKS ASSOCIATION AWWA B300 B301 C104 A21 4 C110 A21 10 e A2 C151 A21 5 C203 C651 C652 ASME INTERNATIONAL SECTIO
85. Controller for Diesel NG 9 OAHU HI KUNIA TUNNEL Engine Driven Fire Pump PRESSURE SENSING LINE PRESSURE MAI 2 General NTENANCE PUMP Pressure Maintenance Pump Controller ESEL FUEL PART 3 WWW w WW WW CO PWN S WWW WO OID C2 CO U1 C9 C W XO 12 12 XO XO AWAD Ul Ul CO PO 2 a3 4 Steel pipe Copper Tubing Diesel Fuel Valves Tanks SYSTEM EXTERNAL TO ENGINE JOINTS AND FITTINGS FOR COPPER TUBE PUMP HOSE FLOW BASE PLATE METER EXECUTION EXAM ON NAT FIRE PUMP INSTALI LA INSPECT INSTALLAT 28 33s VALVE MANIFOLI AND PAD RELATED ON BY F TION REQUIREMENTS IPE AND FITTINGS Cleaning of Piping Pipe Hangers T Vertical Threaded Connections and Supports Piping 2 Horizontal Piping Underground Piping Grooved Mechanical Joint ECTRICAL WORK 05 Ww CO CO IELD TESTS Hydrostatic 1 DE MARKING Test Preliminary 1 Tests Army Final Acceptance Test Starting Alarms Flow Tests Tests Battery Changeover iscellaneous Alternate Power Sourc
86. Doors D 1 amp D 2 each exterior double door pair butt hinges A5112 BHMA 630 NRP Mechanical Cipher Lockset NN Kaba Ilco Simplex 5000 Cylindrical 50 31 XS WL 626 41 with lever key override set dummy trim lever handles BHMA 630 door closers C02021 lever extension flush bolts L04081 12 inches threshold J32130 set gaskets ROY154 automatic door bottom surface mounted ROY334 door holders L01381 meeting stiles astragals ROY734 End of Section SECTION 08 71 00 Page 6 5 55 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI SECTION TABLE OF CONTENTS DIVISION 08 OPENINGS SECTION 08 91 00 METAL WALL LOUVERS PART 1 GENERAL REFERENCES SUBMITTALS DELIVERY STORAGE AND PROTECTION DETAIL DRAWINGS COLOR SAMPLES I OP WNP PART 2 PRODUCTS 2 7 MATERIALS 2 Aluminum Sheet 242 2 Extruded Aluminum 2 2 METAL WALL LOUVERS 2222 Extruded Aluminum Louvers 2 2 2 Screens and Frames 23 FASTENERS AND ACCESSORIES 2 4 FINISHES 2 4 1 Aluminum 2 4 1 1 Anodic Coating 2 04 7372 Organic Coating PART 3 EXECUTION 3 1 INSTALLATION 3 Wall Louvers 3222 Screens Frames 3 2 PROTECTION FROM CONTACT OF DI
87. FootVave 1 259 o oj Ua T Tank Overfill Prevention Valve _ 2 5 10 up as FRP Containment Sump 26 0 Oo T T SD 06 Test Reports Oo T T T wo SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 14 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt CONTRACTOR SCHEDULE DATES CONTRACTOR APPROVING AUTHORITY gt o a 2 R A N S M T T A L 2Z20 HA0 gt DESCRIPTION APPROVAL MATERIAL h mr NEN i NEN nn E o Er 1 Er s md mpi NEN p NES aa ee DATE DATE 2 lt gt DO lt L A 5 5 T gt gt gt F ACTION ITEM SUBMITTED 0 SUBMIT 3 5210 reliminary Pneumatic Test inal Pneumatic Test drostatic Test D 08 Manufacturer s Instructions 4 D 10 Operation and Maintenance Data Wafer Check Valve Ball Valve Plug Valve Double Block and 2 Pressure Vacuum Relief Valve 2 00 AJA AR
88. HI RJ000081J 2 21 Sand Clean coarse grained sand classified as SW or SP by ASTM D2487 for bedding and backfill 252 2 Gravel Clean coarsely graded natural gravel crushed stone or a combination thereof of GW GP in accordance with ASTM D2487 for bedding as indicated Maximum particle size shall not exceed 3 inches 2 9 BURIED WARNING AND IDENTIFICATION TAPE Polyethylene plastic and metallic core or metallic faced acid and alkali resistant polyethylene plastic warning tape manufactured specifically for warning and identification of buried utility lines Provide tape on rolls 3 inch minimum width color coded as specified below for the intended utility with warning and identification imprinted in bold black letters continuously over the entire tape length Warning and identification to read CAUTION BURIED intended service LINE BELOW or similar wording Color and printing shall be permanent unaffected by moisture or soil Warning Tape Color Codes Electric Orange Telephone and Other Communications Water Systems 2 3 1 Warning Tape for Metallic Piping Acid and alkali resistant polyethylene plastic tape conforming to the width color and printing requirements specified above Minimum thickness of tape shall be 0 003 inch Tape shall have a minimum strength of 1500 psi lengthwise and 1250 psi crosswise with a maximum 350 percent elongation 223 2 Detectable Warni
89. Ll pap o ee C S S o 7 SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 10 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt CONTRACTOR SCHEDULE DATES CONTRACTOR APPROVING AUTHORITY gt o a 2 R A N S M T T A L 2Z20 HA0 gt DESCRIPTION APPROVAL MATERIAL h mr NEN i NEN nn E o Er 1 Er s md mpi NEN p NES aa ee DATE DATE 2 lt gt DO lt L A 5 5 T gt gt gt F ACTION ITEM SUBMITTED 0 Daa 1 Operating and Maintenance Instructions 00 Tests Flushing and Disinfection SUBMIT 13000 D 10 Operation and Maintenance Data Operating and Maintenance Instructions low Meter 02 Shop Drawings umbing System 03 Product Data elding umbing System 06 Test Reports Tests Flushing and Disinfection 3 2 07 Certificates aterials and Equipment NT e N x 2 00 00 Jor Aa 10 Operation and Maintenance Dv DV omoo umbing System 02 Shop Drawings ghting Fixtures in Buildings quipment Requirements D
90. NBR 2 2 FLANGED END CONNECTIONS 2 2 1 Flanges 2521 1 Carbon Steel 2521 2 Stainless Steel 2 213 Aluminum 24 2 2 Flange Gaskets Non Isolating 2 0559 Flange Gaskets Electrically Isolating 2 2 4 Flange Protectors 2 25 Flange Bolts Nuts and Washers 22 DL Stainless Steel Materials 2521542 Carbon Steel Materials 2 3 PIPE 2c Carbon Steel Pipe 2 132 Stainless Steel Pipe 2 35 2 L Fittings 65 mm 2 1 2 in and Larger 2 382 9 Fittings 50 mm 2 in and Smaller 2352 19 Control Piping 2 53 DA Control Piping Fittings 2453 3 Fiberglass Reinforced Plastic FRP Pipe 253 44 Exterior Containment Piping System 2 4 PIPING COMPONENTS 2 4 1 Welded Nipples 25 422 Steel Couplings 2 4 3 Threaded Unions 2 4 4 Joint Compound SECTION 33 52 10 Page 1 NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 5 Flexible Pipe Connector 6 Strainer 7 Thermometers 8 Pressure Gauge 9 4 4 BO Pipe Hangers and Supports 29 1 Pipe Protection Shields 9 2 Low Friction Supports 10 Escutcheon 1 Flexible Ball Joint 12 Bellows Expansion Joint 3 Sight Flow Indicator 14 Fuel Oil Meter eb Vent Cap GENERAL VALVES Swing Type Check Valve Wafer Type Check Valve Ball Valve Globe Valve lug Valve PTFE Sleeved Tapered Type ug Valve Double Block and Bleed Type Valve Operation Pressure Relief Bleed Valve Pressure Relief Valve Pressur
91. OAHU HI RJ000081J SECTION 07 60 00 FLASHING AND SHEET METAL PART 1 GENERAL 1 3 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only ASTM INTERNATIONAL ASTM ASTM A167 2011 Standard Specification for Stainless and Heat Resisting Chromium Nickel Steel Plate Sheet and Strip ASTM B32 2008 Standard Specification for Solder Metal SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SMACNA SMACNA 1793 2003 Architectural Sheet Metal Manual 6th Edition 1 2 GENERAL REQUIREMENTS Finished sheet metalwork will form a weathertight construction without waves warps buckles fastening stresses or distortion which allows for expansion and contraction Sheet metal mechanic is responsible for cutting fitting drilling and other operations in connection with sheet metal required to accommodate the work of other trades Coordinate installation of sheet metal items used in conjunction with roofing with roofing work to permit continuous roofing operations 1 3 UBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designat
92. Plastic ducts shall be stored on a flat surface and protected from the direct rays of the sun SECTION 33 70 02 00 10 Page 12 NAS CSS 3 4 4 4 4 R E PUMP R EPLAC ENT BU 3 Concrete Encasement NG 9 KUNIA TUNNEL OAHU HI Ducts requiring concrete encasements shall comply with NFPA 70 electrical duct bank configurations for ducts 6 inches in diameter shall determined by calculation and as shown on the drawings NSA 03 RJ000081J except that be The separation between adjacent electric power and communication ducts shall conform to IEEE C2 con por airfield crossi cover requireme duct withstand specified surface n 5 feet below tops of rails or airfield paving unless Where ducts are jacked under existing pavement led because of its strength 7 be not less tha otherwise indicated Steel conduit will Duct line encasements shal nection is made to a previously poured encasement shall be well bonded or doweled to the existing encasement proposed bonding method for approval tion of paragraph SU ngs BM TTALS be insta corrosion resis in length used Separators plastic 4 feet on centers tant conduit inside a larger iron pipe sleeve crossings of existing railroads and airfiel the predrilling method or the jack and sleeve method will be coating
93. Provide manufacturer s coatings for touch up work and as specified in paragraph FIELD APPLIED PAINTING 1 INSTALLATION Electrical installations including weatherproof and hazardous locations and ducts plenums and other air handling spaces shall conform to requirements of NFPA 70 and IEEE C2 and to requirements specified herein idc Hazardous Locations Work in hazardous locations as defined by NFPA 70 shall be performed in strict accordance with NFPA 70 for particular Class Division and Group of hazardous locations involved Provide conduit and cable seals where required by NFPA 70 Conduit shall have tapered threads 34 22 Wiring Methods Provide insulated conductors installed in rigid steel conduit IMC rigid SECTION 26 20 00 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J I nonmetallic conduit or EMT except where specifically indicated or specified otherwise or required by NFPA 70 to be installed otherwise Grounding conductor shall be separate from electrical system neutral conductor Provide insulated green equipment grounding conductor for circuit s installed in conduit and raceways Minimum conduit size shall be 1 2 inch in diameter for low voltage lighting and power circuits Vertical distribution in multiple story buildings
94. Respray concrete surfaces which are subjected to heavy rainfall within 3 hours after curing compound has been applied by method and at rate specified Maintain continuity of coating for entire curing period and immediately repair damage to coating during this period Membrane curing compounds must not be used on surfaces that are to be covered with coating material applied directly to concrete or with a covering material bonded to concrete such as other concrete liquid floor hardener waterproofing dampproofing membrane roofing painting and other coatings and finish materials 3 10 8 Curing Formed Surfaces Accomplish curing of formed surfaces including undersurfaces of girders beams supported slabs and other similar surfaces by moist curing with forms in place for full curing period or until forms are removed If forms are removed before end of curing period accomplish final curing of formed surfaces by any of the curing methods specified above as applicable 3 10 9 Curing Unformed Surfaces Accomplish initial curing of unformed surfaces such as monolithic slabs floor topping and other flat surfaces by membrane curing Unless otherwise specified accomplish final curing of unformed surfaces by any of curing methods specified above as applicable Accomplish final curing of concrete surfaces to receive liquid floor hardener of finish flooring by moisture retaining cover curing 3 10 10 Pro
95. SA Pipe and Fittings Provide outside coated cement mortar lined ductile iron pipe with a rated working pressure of 175 psi conforming to NFPA 24 Anchor the joints in accordance with NFPA 24 provide concrete thrust block at the elbow where the pipe turns up toward the floor and restrain the pipe riser with steel rods from the elbow to the flange above the floor Minimum pipe size shall be 6 inches Minimum depth of cover shall be as required by NFPA 24 but no less than 3 feet Contractor shall flush and clean all new piping prior to connections to existing piping Piping shall be hydrotested prior to final connections 4 2 Fittings and Gaskets Fittings shall be ductile iron conforming to AWWA C110 A21 10 Gaskets shall be suitable in design and size for the pipe with which such gaskets SECTION 21 30 00 Page 12 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J are to be used Gaskets for ductile iron pipe joints shall conform to AWWA C111 A21 11 2501 3 Valves and Valve Boxes Valves shall be gate valves conforming to AWWA C500 or UL 262 Valves shall have cast iron body and bronze trim Valve shall open by counterclockwise rotation Except for post indicator valves all underground valves shall be provided with an adjustable cast iron or ductile iron valve box of a size suitable for the valve on which the box is to
96. Standard Specification for Elastomeric Joint Sealants 20115 2011 Standard Specification for Ready Mixed Concrete Standard Specification for Slag Cement for Use in Concrete and Mortars 2009 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified ft lbf ft3 2004 R 2008 Preformed Expansion Concrete Paving and Construction Bituminous Types 2004a R 2008 Effort 56 000 2700 kN m m3 Standard Specification for Joint Filler for Structural Nonextruding and Resilient Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion 1995 R 2005 Characterization of Coal Fly Ash and Clean Coal Combustion Fly Ash for Potential Uses 2007 and Crack Sealants Standard Specification for Joint Hot Applied for Concrete and Asphalt Pavements 2011 Standard Specification for Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs 2011 Agencies Engaged in Construction I EL T ST INSTITUTE CRSI 28th 2009 Ed ECT ON 03 30 00 Page 7 Standard Specification for the Testing and or Inspection of Materials Used in Manual of Standard Practice NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J NATIONAL INSTI
97. Standard Test Method for Air Entraining Admixtures for Concrete 2011 Petrographic Examination of Aggregates for Concrete 2011 Standard Specification for Liquid Membrane Forming Compounds for Curing Concrete 2010 Standard Practice for Making and Curing Concrete Test Specimens in the Field 20115 Sampling and Testing Fly Ash or Natural Pozzolans for Use as a Mineral Admixture in Portland Cement Concrete 2011a Standard Specification for Concrete Aggregates 2011 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens ON 03 30 00 Page 6 NAS CSS ASTM ASTM ASTM ASTM ASTM ASTM ASTM AST ASTM ASTM ASTM ASTM ASTM ASTM CRSI R E PUMP R EPLACE BU KUNIA TUNNI C42 C42M C494 C494M 595 595 618 C920 C94 C94M C989 C989M D1557 D1751 D1752 D5759 D6690 E1745 E329 CONCRE REINFORCING 10MSP NG 9 2011 and Testing of Concrete Drilled 2011 EL OAHU HI NSA 03 RJ000081J Standard Test Method for Obtaining Cores and Sawed Beams Standard Specification for Chemical Admixtures for Concrete 2011 Hydraulic Cements 2008a Standard Specification for Blended Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in 2011 Concrete
98. Waste for Owners and Operators of Waste Treatment Storage and Disposal Facilities Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 40 CFR 265 Interim Status Standards for Owners Operators of Hazardous Waste Treatment Storage and Disposal Facilities 40 CFR 268 Land Disposal Restrictions 49 CFR 172 Hazardous Materials Table Special Provisions Hazardous Materials Communications Emergency Response Information and Training Requirements 49 CFR 178 Specifications for Packagings UNDERWRITERS LABORATORIES UL UL 586 2009 Standard for High Efficiency Particulate Air Filter Units 142 DEFINITIONS 12 1 Action Level Employee exposure without regard to use of respirators to an airborne concentration of lead of 30 micrograms per cubic meter of air averaged over an 8 hour period 1 2 9 Area Sampling Sampling of lead concentrations within the lead control area and inside the physical boundaries which is representative of the airborne lead concentrations but is not collected in the breathing zone of personnel approximately 5 to 6 feet above the floor 1 253 Competent Person CP As used in this section refers to a person employed by the Contractor who is trained in the recognition and control of lead hazards in accordance with current federal State and local regulati
99. and grease PART 3 EXECUTION 1 INSTALLATION Installation workmanship fabrication assembly erection examination inspection and testing shall be in accordance with ASME B31 3 and NFPA 30 except as modified herein Safety rules as specified in NFPA 30 shall be strictly observed Never direct bury threaded connections socket welded connections unions flanges valves air vents or drains Install all work so that parts requiring periodic inspection operation maintenance and repair are readily accessible Piping 1 General Thoroughly clean pipe of all scale and foreign matter before the piping is assembled Cut pipe accurately to measurements established at the jobsite and worked into place without springing or forcing Cut pipe square and have burrs removed by reaming Install pipe to permit free expansion and contraction without causing damage to the building structure pipe joints or hangers Cutting or other weakening of the building structure to facilitate piping installation will not be permitted without written approval a Use reducing fittings for changes in pipe sizes Install equipment and piping into space allotted and allow adequate acceptable clearances for installation replacement entry servicing and maintenance Provide electric isolation fittings between dissimilar metals Install piping straight
100. apply in accordance to manufacturer s instructions 25 FIELD QUALITY CONTROL Furnish test equipment and personnel and submit written copies of test results Give Contracting Officer 5 working days notice prior to tests bul Devices Subject to Manual Operation Each device subject to manual operation shall be operated at least five times demonstrating satisfactory operation each time 292 600 Volt Wiring Test Test wiring rated 600 volt and less to verify that no short circuits or accidental grounds exist Perform insulation resistance tests on wiring No 6 AWG and larger diameter using instrument which applies voltage of approximately 500 volts to provide direct reading of resistance Minimum resistance shall be 250 000 ohms 2543 Ground Fault Receptacle Test Test ground fault receptacles with a load such as a plug in light to verify that the line and load leads are not reversed 5 4 Grounding System Test Test grounding system to ensure continuity and that resistance to ground is not excessive Test each ground rod for resistance to ground before making connections to rod tie grounding system together and test for resistance to ground Make resistance measurements in dry weather not earlier than 48 hours after rainfall Submit written results of each test to Contracting Officer and indicate location of rods as well as resistance and soil conditions at time measurements were made
101. ceilings roofs and floors including pipe entering buildings from the exterior Secure sleeves in position and location during construction Provide sleeves of sufficient length to pass through entire thickness of walls ceilings and floors Provide one inch minimum clearance between exterior of piping or pipe insulation and interior of sleeve or core drilled hole Firmly pack space with mineral wool insulation Seal space at both ends of the sleeve or core drilled hole with plastic waterproof cement which will dry to a firm but E mass or provide a mechanically adjustable segmented elastomeric seal In fire walls and fire floors a fire seal shall be provided between the pipe and the sleeve in accordance with Section 07 84 00 FIRESTOPPING a Sleeves in Masonry and Concrete Walls Ceilings Roofs and Floors Provide hot dip galvanized steel ductile iron or cast iron pipe sleeves Core drilling of masonry and concrete may be provided in lieu of pipe sleeves provided that cavities in the core drilled hole be completely grouted smooth b Sleeves in Other Than Masonry and Concrete Walls Ceilings Roofs and Floors Provide galvanized steel sheet pipe not less than 0 90 psf 2 56 Escutcheon Plates Provide one piece or split hinge metal plates for piping entering floors walls and ceilings in exposed areas Provide polished stainless steel or chromium plat
102. clean up the area At the end of each shift and when the lead operation has SECTION 02 83 13 00 20 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3a been completed clean the controlled area of visible contamination by vacuuming with a HEPA filtered vacuum cleaner wet mopping the area and wet wiping the area as indicated by the Lead Compliance Plan Reclean areas showing dust or debris After visible dust and debris is removed wet wipe and HEPA vacuum all surfaces in the controlled area If adjacent areas become contaminated at any time during the work clean visually inspect and then wipe sample all contaminated areas The CP shall then certify in writing that the area has been cleaned of lead contamination before clearance testing Feo eee lara R Clearance Certification The CP shall certify in writing that air samples collected outside the lead control area during paint removal operations are less than 30 micrograms per cubic meter of air the respiratory protection used for the employees was adequate the work procedures were performed in accordance with 29 CFR 1926 62 and that there were no visible accumulations of material and dust containing lead left in the work site Do not remove the lead control area or roped off boundary and warning signs prior to the Contracting Officer s acknowledgement of r
103. design Obtain approval before concrete placement 1 6 4 2 Fly Ash and Pozzolan Submit test results in accordance with ASTM C618 for fly ash and pozzolan Submit test results performed within 6 months of submittal date Submit manufacturer s policy statement on fly ash use in concrete 16243 Ground Granulated Blast Furnace Slag Submit test results in accordance with ASTM C989 C989M for ground granulated blast furnace slag Submit test results performed within 6 months of submittal date Submit manufacturer s policy statement on slag use in concrete 1 6 4 4 Aggregates ASTM C1260 for potential alkali silica reactions ASTM C295 C295M for petrographic analysis 1 6 5 Special Finisher Qualifications For 35 percent or more fly ash content as a percentage of cementitious materials finisher must have a minimum of 3 years experience finishing high volume fly ash concrete SECTION 03 30 00 Page 12 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J ENVIRONMENTAL REQUIREMENTS Provide space ventilation according to manufacturer recommendations at a minimum during and following installation of concrete curing compound and sealer Maintain one of the following ventilation conditions during the curing compound sealer curing period or for 72 hours after installation a Supply 100 pe
104. expansion bolts or powder actuated fasteners Build in or secure wall anchors to adjoining construction 21 52 Doors DOOR A250 8 Hang doors accordance with clearances specified in SDI After erection and glazing clean and adjust hardware 2 PROTECTION Protect doors and frames from damage Repair damaged doors and frames prior to completion and acceptance of the project or replace with new as directed Wire brush rusted frames until rust is removed Clean thoroughly Apply an all over coat of rust inhibitive paint of the same type used for shop coat 22 CLEANING Upon completion clean exposed surfaces of doors and frames thoroughly Remove mastic smears and other unsightly marks End of Section SECTION 08 11 13 Page 6 NAS CSS PART 1 PART 2 N BO BO NO PO PO P2 ES N N PART 3 Ww RE PUMP R OY EPLACEMENT GENERAL REFERENCES SUBMITTALS HARDWARE SCHEDULE QUALITY ASSURANCE 1 NG 9 KUNIA TUNNEL OAHU SECT ON TABLE OF CONTENTS DIVIS 08 OPEN NGS SECT ON 08 71 00 DOOR HARDWARE Hardware Manufacturers and Modifications DELIVERY STO
105. head eye and hand protection PPE shall remain the property of the Contractor The Government will provide respiratory protection for the Contracting Officer 27 PROJECT SITE CONDITIONS dA Protection of Existing Work to Remain Perform work without damage or contamination of adjacent areas Where existing work is damaged or contaminated restore work to its original condition or better as determined by the Contracting Officer PART 2 PRODUCTS Not used PART 3 EXECUTION 3 PREPARATION Protection P Notification Notify the Contracting Officer 10 days prior to the start of any lead work 1431 2 Lead Control Area a Physical Boundary Provide physical boundaries around the lead control area by roping off the area designated in the work plan or providing curtains portable partitions or other enclosures to ensure that lead will not escape outside of the lead control area b Warning Signs Provide warning signs at approaches to lead control areas Locate signs at such a distance that personnel may read the sign and take the necessary precautions before entering the area Signs shall comply with the requirements of 29 CFR 1926 62 SECTION 02 83 13 00 20 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 1 1 3 Furnishings The Gove
106. inspection and testing shall be in accordance NFPA 20 except as modified herein addition the fire pump and engine shall be installed in accordance with the written instructions of the manufacturer 55 PIPE AND FITTINGS Piping shall be inspected tested and approved before burying covering or concealing Fittings shall be provided for changes in direction of piping and for all connections Changes in piping sizes shall be made using tapered reducing pipe fittings Bushings shall not be used Photograph all piping prior to burying covering or concealing Cleaning of Piping Interior and ends of piping shall be clean and free of any water or foreign material Piping shall be kept clean during installation by means of plugs or other approved methods When work is not in progress open ends of the piping shall be securely closed so that no water or foreign matter will SECTION 21 30 00 Page 21 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILD NG 9 KUNIA TUNNEL OAHU HI RJ000081J nter the pipes or fittings position 345 52 Jointing compound for pipe threads shall be polytetrafluoroethylene pipe thread tape conforming to ASTM threads only Exposed ferrous pipe Threaded Connections Piping shall be inspected before placing in PTFE D3308 and shall be applied to male
107. l 1 J ll Femremvaschedue 1633 l l J T ll J VvoOCOontntforfomreeese 1634 Lll agetscungcomouds l l 1 l1 l1 ll concretepenetratingseaers T Ll Lll Material Safety Data Sheets 1635 1 l ll Instructions f OT 111 o ryan hese J l 1 li Ll Groundgranuiated blast furnace 1643 J Lll lil Ua 1242 22 WeldingProcedures fho ll l1 J ll wedngPocedws fho T ll l1 J ll Bar ps4 TTO T S Welder Qualifications l L L T Lll Y 042000 SD 02 Shop Drawings O l ll 1 l1 l1 bmBeatDawngss 142 l l L Lll SD 08 Product Data qp T T C STO SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 3 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt CONTRACTOR CONTRACTOR APPROVING AUTHORITY SCHEDULE DATES ACTION Cc T R L A A N S R A S S C M P 1 T
108. provide additional seismic reinforcement in accordance with UFC 3 310 04 The total minimum reinforcing percentage for structural walls shall be 0 20 percent and non structural walls shall be 0 15 percent The maximum spacing of reinforcing bars shall be as follows SECTION 04 20 00 Page 4 5 55 FIRE PUMP REPLACEMENT BUILDING 9 NSA 03 KUNIA TUNNEL OAHU HI RJ000081J s Non structural 16 inches 16 inches Bond beams are required at the top of footings openings at roof and floor levels 1222153 Masonry Strength at the bottom and top of and at the top of parapet walls Determine masonry strength in accordance with ACI 530 530 1 submit test reports on three prisms as specified in ACI 530 530 1 The cost of testing shall be paid by the Contractor 1 2 2 Additional Requirements a Provide bracing and scaffolding necessary for masonry work Design bracing to resist wind pressur 143 SUBMITTALS as required by local code Government approval is required for submittals with a G designation submittal used that will ls not having a G designation are for information only When a designation following the G designation identifies the office review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Detail Drawings SD 03 Product Data Concrete
109. shall be repeated until tests indicate the absence of coliform organisms zero mean coliform density per 100 milliliters least 2 full days bacteriological resul 1 FIELD TRAINING The system will not be accepted until ts have been obtained in the samples for at satisfactory The Fire Protection Specialist and the Manufacturer s Representative shall conduct a designated field training Training shall traini at be 5 ng course for operating and maintenance personnel as by the Contracting Officer ubmit the proposed schedule for least 14 days prior to the start of related training provided for a period of 8 hours of normal working time and shall start after the fire pump installation is functionally complete and after the Fi nal Acceptance Test The field instruction shall cover all of the items contained in the approved Operating and Maintenance Instructions manufacturer s for system startup 14 days prior to fiel 5 name shutdown ld training model number The manuals shall parts ubmit 6 manuals listing step by step procedures required Operation and routine maintenance at least include the list of parts and tools that list should be kept in stock by the owner for routine maintenance including the name of a local supplier simplified wiring and controls diagrams troubleshooting guide
110. shall occur while the pump is operating at peak load Transfer from normal to emergency source and retransfer from emergency to normal source shall not cause opening of overcurrent devices in either line At least half of the manual and automatic starting operations listed shall be performed with the fire pump connected to the alternate source Correction of Deficiencies If equipment was found to be defective or non compliant with contract requirements perform corrective actions and repeat the tests Tests shall be conducted and repeated if necessary until the system has been demonstrated to comply with all contract requirements 3 9 3 8 Test Documentation The Manufacturer s Representative shall supply a copy of the manufacturer s SECTION 21 30 00 Page 25 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J certified curve for each fire pump at the time of the test The Fire Protection Specialist shall record all test results and plot curve of each pump performance during the test Complete pump acceptance test data of each fire pump shall be recorded pump acceptance test data shall be on forms that give the detail pump information such as that which is indicated in Figure A 11 2 6 3 f of NFPA 20 11 test data records shall be submitted in a three ring binder 9 4 Test Equipment Provide all equip
111. specific system installation to manufacturer s training courses licensing requirements the certification by the FRP manufa products is required Submit a construction a point of contac of each prior project and a de the letter evidence of prior ma Regulatory Requirements Licensed Personnel tate the same size tallation experience in regard to the be performed have taken on the installation of piping For FRP pipe installation cturer as a qualified installer of their letter listing prior projects t for each prior project tailed list of work performed providing in nufacturer s training and state licensing or larger within the last 6 if applicable and meet the the date of the scope of work Pipe installers shall be licensed certified by the state when the state requires licensed installers SECT ON 33 52 10 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 5 DELIVERY STORAGE AND HANDLING Handle store and protect equipment and materials to prevent damage before and during installation in accordance with the manufacturer s recommendations and as approved by the Contracting Officer Replace damaged or defective items 26 PROJECT SITE CONDITIONS Fuel required for the testing flushing and cleaning efforts as spe
112. using a nonflammable lubricant After cut is made seal interior of piping with a gas barrier plug Purge interior of piping with carbon dioxide or nitrogen prior to performing any welding process 321 2 Bolted Connections For each bolted connection of stainless steel components e g pipes piping components valves and equipment use stainless steel bolts or studs nuts and washers For each bolted connection of carbon steel components use carbon steel bolts or studs nuts and washers Extend bolts or studs no less than two full threads beyond their corresponding SECTION 33 52 10 Page 22 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J nut when tightened to the required torque Prior to installing nuts apply a compatible anti seize compound to the male threads 3 1 3 Flanges and Unions Except where threaded end connections and or unions are indicated provide flanged joints in each line immediately preceding the connection to a piece of equipment or material requiring maintenance such as pumps general valves control valves strainers and other similar items and as indicated Assemble flanged joints square and tight with matched flanges gaskets and bolts For flanges provide washers under each bolt head and nut Torque wrenches shall be used to tighten all flange bolts to the torque recommended by the gask
113. 033242 Equipment Equipment and component items including but not limited to transformer stations and ferrous metal luminaries not hot dip galvanized or porcelain enamel finished shall be provided with corrosion resistant finishes which shall withstand 480 hours of exposure to the salt spray test specified in ASTM B117 without loss of paint or release of adhesion of the paint primer coat to the metal surface in excess of 1 16 inch from the test mark The scribed test mark and test evaluation shall be in accordance with ASTM D1654 with a rating of not less than 7 in accordance with TABLE 1 procedure A Cut edges or otherwise damaged surfaces of hot dip galvanized sheet Steel or mill galvanized sheet steel shall be coated with a zinc rich paint conforming to the manufacturer s standard 232 2 Finishing Painting required for surfaces not otherwise specified and finish painting of items only primed at the factory shall be as specified in Section 09 90 00 PAINTS AND COATINGS 4 CABLES Cables shall be single conductor type unless otherwise indicated SECTION 33 70 02 00 10 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J s d Low Voltage Cables Cables shall be rated 600 volts and shall conform to the requirements of NFPA 70 and must be UL listed for the application or meet the applicable sect
114. 1 GENERAL 1 1 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AMERICAN INSTITUTE OF ST I I CONSTRUCTION AISC AISC 325 2011 Steel Construction Manual SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SMACNA SMACNA 1981 2008 Seismic Restraint Manual Guidelines for Mechanical Systems 3rd Edition U S DEPARTMENT OF DEFENSE DOD UFC 3 310 04 2007 Change 1 Seismic Design for Buildings 2 SYSTEM DESCRIPTION 2542 General Requirements Apply the requirements for seismic protection measures described in this section to the mechanical equipment and systems listed below 22 2 Mechanical Equipment Mechanical equipment to be seismically protected shall include the following items to the extent required on the drawings or in other sections of these specifications Valves and Fittings for Piping Exhaust Fans i23 Mechanical Systems Install the following mechanical systems as required on the drawings and other sections of these specifications and seismically protect them in accordance with this specification a All Piping Inside the Building Except as Specifically Stated Below Under Items Not Covered By This Section b Chilled Water
115. 2 BH FIRESTOPPING MATERIALS Provide firestopping materials supplied from a single domestic manufacturer consisting of commercially manufactured asbestos free nontoxic water based noncombustible products FM APP GUIDE approved or UL listed for use with applicable construction and penetrating items complying with the following minimum requirements Fire Hazard Classification Material shall have a flame spread of 25 or less and a smoke developed rating of 50 or less when tested in accordance with ASTM E 84 or UL 723 Material shall be an approved firestopping material as listed in UL Fire Resistance or by a nationally recognized testing laboratory 21 2 Toxicity Material shall be nontoxic and carcinogen free to humans at all stages of application or during fire conditions and shall not contain hazardous chemicals or require harmful chemicals to clean material or equipment Firestop material must be free from Ethylene Glycol PCB MEK or other types of hazardous chemicals 4153 Fire Resistance Rating Firestop systems shall be UL Fire Resistance listed or FM APP GUIDE approved with F rating at least equal to fire rating of fire wall or floor in which penetrated openings are to be protected Where required firestop systems shall also have T rating at least equal to the fire rated floor in which the openings are to be protected
116. 2 13 22 Gate Valves on Buried Piping 25 422 Check Valves 2 15 2 3 Vacuum and Air Relief Valves 221 224 Indicator Posts 23152525 Valve Boxes 2 1 2 6 Sleeve Type Mechanical Couplings 2 2 WATER SERVICE LINE MATERIALS 22s Water Service Line Appurtenances 22 1 Disinfection 2 3 ELECTRONIC MARKER SYSTEM EMS D BALL MARKER PART 3 EXECUTION 2 2 INSTALLATION PIPELINES LIT General Requirements for Installation of Pipelines 3 421 Location of Water Lines Ju 2 Earthwork 3 3 Pipe Laying and Jointing 3 4 Installation of Tracer Wire 3 1 1 5 Connections to Existing Water Lines 34 22 Special Requirements for Installation of Water Mains 3 1 2 Installation of Ductile Iron Piping 35142 2 Installation of Valves 34 1 3 Disinfection 3 1 4 Installation of ID Ball Markers 3 2 FIELD QUALITY CONTROL 3 2 1 Field Tests and Inspections 3 42 52 Testing Procedure 345223 Special Testing Requirements 3 3 CLEANUP SECTION 33 11 00 Page 1 NSA 03 RJ000081J 5 55 FIRE PUMP REPLACEMENT BUILDING 9 End of Section Table of Contents SECT ON 33 11 00 KUNIA TUNNI Page 2 EL OAHU Hl NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BU I LDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 33 11 00 WATER DISTRIBUTION PART 1 GENERAL 1 1 REFERENCES The publ lications listed
117. 9 KUNIA TUNNEL OAHU HI RJ000081J I UL 489 2009 Reprint Jun 2011 Molded Case Circuit Breakers Molded Case Switches and Circuit Breaker Enclosures UL 498 2001 Reprint Apr 2010 Attachment Plugs and Receptacles UL 50 2007 Enclosures for Electrical Equipment Non environmental Considerations UL 510 2005 Reprint Apr 2008 Polyvinyl Chloride Polyethylene and Rubber Insulating Tape UL 514A 2004 Reprint Apr 2010 Metallic Outlet Boxes UL 514B 2004 Reprint Nov 2009 Conduit Tubing and Cable Fittings UL 514C 1996 Reprint Novy 2011 Nonmetallic Outlet Boxes Flush Device Boxes and Covers UL 6 2007 reprint Nov 2010 Electrical Rigid Metal Conduit Steel UL 651 2011 Standard for Schedule 40 and 80 Rigid PVC Conduit and Fittings UL 67 2009 Reprint Sep 2010 Standard for Panelboards UL 674 2011 Electric Motors and Generators for Use in Division 1 Hazardous Classified Locations UL 698 2006 Industrial Control Equipment for use in Hazardous Classified Locations UL 797 2007 Electrical Metallic Tubing Steel UL 83 2008 Thermoplastic Insulated Wires and Cables UL 869A 2006 Reference Standard for Service Equipment UL 877 1993 Reprint Dec 2009 Standard for Circuit Breakers and Circuit Breaker Enclosures for Use in Hazardous Classified Locations UL 886 1994 Reprint Nov 2005 Standard for Outlet Bo
118. Before installation the pipe shall be inspected for defects Material found to be defective before or after laying shall be replaced with sound material without additional expense to the Government Store rubber gaskets that are not to be installed immediately under cover out of direct sunlight PART 2 PRODUCTS 241 WATER DISTRIBUTION MAIN MATERIALS 221 Piping Materials 23d Ductile Iron Piping a Pipe and Fittings Pipe AWWA C151 A21 51 Thickness Class 52 Fittings AWWA C110 A21 10 or AWWA C153 A21 53 fittings with push on joint ends conforming to the same requirements as fittings with mechanical joint ends except that the bell design shall be modified as approved for push on joint Fittings shall have pressure rating at least equivalent to that of the pipe Ends of pipe and fittings shall be suitable for the specified joints Pipe and fittings shall have cement mortar lining AWWA C104 A21 4 twice the standard thickness b Joints and Jointing Material 1 Joints Joints for pipe and fittings shall be push on joints or mechanical joints unless otherwise indicated Provide mechanical joints where indicated 2 Push On Joints Shape of pipe ends and fitting ends gaskets and lubricant for joint assembly AWWA C111 A21 11 3 Mechanical Joints Dimensional and material requirements for pipe ends glands bolts and nuts and gaskets AWWA C111 A21 11
119. Bolts ANSI BHMA A156 16 2 7 Closers ANSI BHMA A156 4 Series C02000 Grade 1 with PT 4C Provide with SECTION 08 71 00 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J brackets arms mounting devices fasteners full size covers except at storefront mounting and other features necessary for the particular application Size closers in accordance with manufacturer s recommendations or provide multi size closers Sizes 1 through 6 and list Sizes in the Hardware Schedule Provide manufacturer s 10 year warranty 2427522 Identification Marking Engrave each closer with manufacturer s name or trademark date of manufacture and manufacturer s size designation located to be visible after installation 2 2 8 Door Stops and Silencers ANSI BHMA A156 16 Silencers Type L03011 Provide two for each pair 22 9 Thresholds ANSI BHMA A156 21 2 2 10 Door Gasketing Sytem ANSI BHMA A156 22 Provide the type and function designation where specified in paragraph entitled Hardware Schedule 2 2311 Special Tools Provide special tools such as spanner and socket wrenches and dogging keys required to service and adjust hardware items 2 53 FASTENERS Provide fasteners of proper type quality size quantity and finish with hardware Provide stainless
120. C110 A21 10 Gaskets shall be suitable in design and size for the pipe with which such gaskets are to be used Gaskets for ductile iron pipe joints shall conform to AWWA C111 A21 1 24 22 Gate Valve and Indicator Posts Gate valves for underground installation shall be of the inside screw type with counter clockwise rotation to open Where indicating type valves are shown or required indicating valves shall be gate valves with an approved indicator post of a length to permit the top of the post to be located 3 feet above finished grade Gate valves and indicator posts shall be listed in UL Fire Prot Dir or FM APP GUIDE 55 ABOVEGROUND PIPING COMPONENTS Aboveground piping shall be steel Steel Piping Components 28 22 0221 Steel Pipe Except as modified herein steel pipe shall be black as permitted by NFPA 13 and shall conform to applicable provisions of ASTM A795 A795M ASTM A53 A53M or ASTM A135 A135M Pipe in which threads or grooves are cut or rolled formed shall be Schedule 40 Pipe shall be marked with the name of the manufacturer kind of pipe and ASTM designation 25 22 Fittings for Non Grooved Steel Pip Fittings shall be cast iron conforming to ASME B16 4 steel conforming to ASME 16 9 or ASME 16 11 or malleable iron conforming to ASME 16 3 Galvanized fittings shall be used for piping systems or portions of piping systems utilizing galvani
121. D2000 maximum temperature 230 degrees F k Flexible Elastomeric Seals ASTM D3139 ASTM D3212 or ASTM F477 1 Bolts and Nuts for Grooved Pipe Couplings Heat treated carbon steel ASTM A183 m Solvent Cement for Transition Joints between ABS and PVC Nonpressure Piping Components ASTM D3138 n Plastic Solvent Cement for ABS Plastic Pipe ASTM D2235 SECT ON 22 00 00 Page 12 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J u 2 ds Plastic Solvent Cement for PVC Plastic Pipe ASTM D2564 and ASTM D2855 Plastic Solvent Cement for CPVC Plastic Pipe ASTM F493 Flanged fittings including flanges bolts nuts bolt patterns etc shall be in accordance with ASME B16 5 class 150 and shall have the manufacturer s trademark affixed in accordance with MSS SP 25 Flange material shall conform to ASTM A105 A105M Blind flange material shall conform to ASTM A516 A516M cold service and ASTM A515 A515M for hot service Bolts shall be high strength or intermediate strength with material conforming to ASTM A193 A193M Plastic Solvent Cement for Styrene Rubber Plastic Pipe ASTM D3122 Press fittings for Copper Pipe and Tube Copper press fittings shall conform to the material and sizing requirements of ASME B16 18 or ASME B16 22 and perform
122. DOOR INSTITUT DOOR A250 11 DI ON 08 11 13 DOOR 2001 R2006 Standard Practice for Determining the Steady State Thermal Transmittance of Steel Door and Frame Assemblies 2001 Recommended Erection Instructions for Steel Frames Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SDI DOOR A250 6 2003 R2009 Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Frames SDI DOOR A250 8 2003 R2008 Recommended Specifications for Standard Steel Doors and Frames 1 2 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Doors Frames Accessories Weatherstripping Show elevations construction details metal gages hardware provisions method of glazing and installation details Schedule of doors Schedule of frames Submit door and frame locations SD 03 Product Data 1 3 DELIVERY STORAG Doors Frames Accessories Weatherstripping Submit manufacturer s descr
123. Distribution Systems Outside of Buildings C Fuel Piping Outside of Buildings SECTION 13 48 00 00 10 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J d All Water Supply Systems e Storm and Sanitary Sewer Systems f All Process Piping g Heat Distribution Systems Supply Return and Condensate Return Outside of Buildings h Condenser Water Piping Outside the Building i Pneumatic Tube Distribution System j Cold Storage Refrigeration Systems k Fuel Storage Tanks 1 Water Storage Tanks 1 2 4 Contractor Designed Bracing Submit copies of the design calculations with the drawings Calculations shall be approved certified stamped and signed by a registered Professional Engineer Calculations shall verify the capability of structural members to which bracing is attached for carrying the load from the brace Design the bracing in accordance with UFC 3 310 04 and additional data furnished by the Contracting Officer Resistance to lateral forces induced by earthquakes shall be accomplished without consideration of friction resulting from gravity loads UFC 3 310 04 uses parameters for the building not for the equipment in the building therefore corresponding adjustments to the formulas shall be required Loadings determined using UFC 3 310 04 are based on strength design therefore AISC 325 Specifications shall be
124. E ACTION E ACTION b d e f h i I m n o 033000 SD 02 Shop Drawings O l ll 1 Ll 1 Ll Fabrication Drawings 1621 f TT J Ll Lll i Special Construction f T TT Ll Reinforcingsteel pe22 f T l l D J fJ sD 08 Product Data bL 7 Materials forcuringconcrete 247 l l l1 T ll yentsaats id to l T T Ll dint filler if Ll O Comet sida 11 O i PortlandCement sdf l 1 1 Ll Lll i Ready MixConcrete __ 232 T l 7 Lll vapor retarder 246 l L T Ll Vaporretarder 46 l 1 l Ll BoedngMaeias __ T T L Lll FioorFinish Materias _ 27 l l J T Lll Concrete Curing Materias 233 TT J Ll Reinforcement fes l Ll L T Ll Ll i Reinforcement Materials 1621 Lll Liquid Chemical Floor Hardener_f271 Lll 2 raexbondngcoompoud 2431 T l D J T Lll WoodForms faa l LL L L Ll Ll sbosDeignDaa l Ll T J T Ll mixdesign l Ll L1 Li Ll Lll Calculations 9p611 f T T J Ll 6
125. EQUIPMENT REFERENCES 2 SYSTEM DESCRIPTION 10427 General Requirements 1 2 2 Mechanical Equipment 12243 Mechanical Systems 1 2 4 Contractor Designed Bracing 1425 5 Items Not Covered This Section 22 25 Items Requiring No Seismic Restraints 13 EQUIPMENT REQUIREMENTS 21 Rigidly Mounted Equipment 2423 42 Nonrigid or Flexib 1 4 SUBMITTALS PART 2 PRODUCTS BO FLEXIBLE COUPLINGS FLEXIBLE BALL JOINTS FLEXIBLE MECHANICAL JO BUNE PART 3 EXECUTION Ww Ww COUPLING AND BRACING BUILDING DRIFT Building Piping 35 2 Underground Piping PIPE SLEEVES SPREADERS SWAY BRACES FOR PIPING C C 1 CO CO CO OY i C0 C2 CO PO S End of Section Table of Con SECTION ly Mounted Equipment INTS MANUFACTURED BALL JOINTS FLEXIBLE COUPLINGS OR JOINTS 6 1 Transverse Sway Bracing 6 2 Longitudinal Sway Bracing 6 3 Vertical Runs 6 4 Clamps and Hangers SWAY BRACES FOR DUCTS Lal Braced Ducts ated Unbraced Ducts tents 13 48 00 00 10 Page 1 NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 13 48 00 00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT PART
126. FS SS S 200 24 11 Latex Bonding Compound ASTM C1059 Type II 25 REINFORCEMENT Fabrics connectors and chairs 5 1 Reinforcing Bars ACI MCP 2 unless otherwise specified Use deformed steel ASTM A615 A615M with the bars marked A S W Grade 60 25222 1 Weldable Reinforcing Bars Provide weldable reinforcing bars that conform to ASTM A706 A706M and ASTM 615 615 and Supplement 51 Grade 60 except that the maximum carbon content must be 0 55 percent 25 42 Wire ASTM A82 A82M or ASTM A496 A496M 1552441 Welded Wire Fabric ASTM A185 A185M or ASTM A497 A497M 55212 Steel Wire Wire must conform to ASTM A82 A82M 2523 Reinforcing Bar Supports Provide bar ties and supports of coated or non corrodible material SECTION 03 30 00 Page 19 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 5 4 Supports for Reinforcement Supports include bolsters chairs spacers and other devices necessary for proper spacing supporting and fastening reinforcing bars and wire fabric in place Provide wire bar type supports conforming to ACI MCP 3 ACI MCP 4 and CRSI 10MSP Legs of supports in contact with formwork must be hot dip galvanized or plastic coated after fabrication or stainless steel bar supports 2 6 BONDING MATERIALS 25 6 Latex Bonding Agent Latex bonding compound conforming to AST
127. Fill and backfill to contours elevations and dimensions indicated Compact each lift before placing overlaying lift 454 Select Material Placement Place in 6 inch lifts Do not place over wet areas Backfill adjacent to structures shall be placed as structural elements are completed and accepted Backfill against concrete only when approved Place and compact material to avoid loading upon or against structure 4 2 Backfill and Fill Material Placement Over Pipes Backfilling shall not begin until construction below finish grade has been approved underground utilities systems have been inspected tested and approved forms removed and the excavation cleaned of trash and debris Backfill shall be brought to indicated finish grade Where pipe is coated or wrapped for protection against corrosion the backfill material up to an elevation 2 feet above sewer lines and 1 foot above other utility lines shall be free from stones larger than 1 inch in any dimension Backfill shall be placed carefully around pipes to avoid damage to coatings wrappings 2422 Trench Backfilling Backfill as rapidly as construction testing and acceptance of work permits Place and compact backfill under structures and paved areas in 6 inch lifts to top of trench and in 6 inch lifts to one foot over pipe outside structures and paved areas Provide buried u
128. Forms on columns walls or other load bearing members may be stripped after 2 days if loads are not applied to the members After forms are removed reshore slabs and beams over 10 feet in span and cantilevers over 4 feet for the remainder of the specified time period in accordance with paragraph entitled Removal of Forms Perform reshoring operations to prevent subjecting concrete members to overloads eccentric loading or reverse bending Provide reshoring elements with the same load carrying capabilities as original shoring and spaced similar to original shoring Firmly secure and brace reshoring elements to provide solid bearing and support e325 Reuse Reuse forms providing the structural integrity of concrete and the aesthetics of exposed concrete are not compromised SECTION 03 30 00 Page 25 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 3 6 Forms for Standard Rough Form Finish Give rough form finish concrete formed surfaces that are to be concealed by other construction unless otherwise specified Form facing material for standard rough form finish must be the specified concrete form plywood or other approved form facing material that produces concrete surfaces equivalent in smoothness and appearance to that produced by new concrete form plywood panels For concrete surfaces exposed only to the ground undress
129. Furnish appropriate respirators approved by the National Institute for Occupational Safety and Health NIOSH Department of Health and Human Services for use in atmospheres containing lead dust fume and mist Respirators shall comply with the requirements of 29 CFR 1926 62 1 6 2 Special Protective Clothing Furnish personnel who will be exposed to lead contaminated dust with proper disposable protective whole body clothing head covering gloves eye and foot coverings as required by 29 CFR 1926 62 Furnish proper disposable plastic or rubber gloves to protect hands Reduce the level of protection only after obtaining approval from the CP T2633 Rental Equipment Notification If rental equipment is to be used during PWL or MCL handling and disposal SECTION 02 83 13 00 20 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J notify the rental agency in writing concerning the intended use of the equipment 6 4 Vacuum Filters UL 586 labeled HEPA filters 46 45 Equipment for Government Personnel Furnish the Contracting Officer with two complete sets of personal protective equipment PPE daily as required herein for entry into and inspection of the lead removal work within the lead controlled area Personal protective equipment shall include disposable whole body covering including appropriate foot
130. GENERAL 1 I 24 DELIVERY STORAGE AND HANDLING Deliver materials to store at the site and handle in a manner which will maintain the materials in their original manufactured or fabricated condition until ready for use PART 2 PRODUCTS Not used PART 3 EXECUTION 3a 3 L PROTECTION Ld Roads and Walks Keep roads and walks free of dirt and debris at all times 1 2 Utility Lines Protect existing utility lines that are indicated to remain from damage Notify the Contracting Officer immediately of damage to or an encounter with an unknown existing utility line The Contractor is responsible for the repairs of damage to existing utility lines that are indicated or made known to the Contractor prior to start of clearing and grubbing operations When utility lines which are to be removed are encountered within the area of operations notify the Contracting Officer in ample time to minimize interruption of the service 2 CLEARING Clearing shall consist of the satisfactory disposal of vegetation designated for removal including brush and rubbish occurring within the areas to be cleared Clearing shall also include the removal and disposal of structures that obtrude encroach upon or otherwise obstruct the work Brush and other vegetation in areas to be cleared shall be cut off flush with or below the original ground surface
131. LCDs shall be provided to indicate by zone any alarm supervisory or trouble condition on the System b Each IDC shall be powered and supervised so that a signal on one zone SECTION 28 31 64 00 10 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 does not prevent the receipt of signals from other devices Loss of power including batteries shall not require the manual reloading of a program Upon restoration of power startup shall be automatic and shall not require any manual operation The loss of primary power or the sequence of applying primary or emergency power shall not affect the transmission of alarm supervisory or trouble signals c Visual annunciation shall be provided for LED LCD visual display as an integral part of the control panel and shall identify with a word description and id number each device Cabinets shall be provided with ample gutter space to allow proper clearance between the cabinet and live parts of the panel equipment If more than one modular unit is required to form a control panel the units shall be installed in a single cabinet large enough to accommodate units Cabinets shall be painted red Remote System Audible Visual Display Audible appliance shall have a minimum sound
132. Liquid Dielectrics CABLE INSTALLATION 21 Cable Instal lation Plan and Procedure xd Cable Inspection Duct Cleaning Cable Installation Cable Installation Plan 3 3 1 2 2363 Duct Lubrication 3 1 4 3 1 5 2 Duct Line DUCT LINES Requirements Treatment nstallatio S5 Plastic CONNECTIONS TO GROUNDING Grounding a C0 1 C0 WW OY C2 1 1 1 4 3 21 General 2 3 4 ELD TESTING Safety 1 2 3 Concrete Encasement 4 Nonencased 5 4 6 Direct Burial n of Couplings Duct Duct Line Markers BUILDINGS 1 Grounding Electrodes 22 Grounding Bonding Connections nd Bonding Conductors Ground Resistance Tests Low Voltage ACCEPTANCE End of Section Table Cable Test of Contents ECTION 33 70 02 00 10 Page 2 NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT ELECTRICAL DI LDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 33 70 02 00 10 STRI BUTION SYSTEM UNDERGROUND PART 1 GENERAL 1 1 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only
133. O l ll l 1i Ll Lll Color 111111111111 7 5 7 Certificates bL LL LL LL LL 7 i Applicators qualifications T J T i Qualification Testing 1412 T TT J T 8 Instructions OT TT Mxing ese lI l l l ll Manufacturer s Material Safety 172 7 Ll T 11111 01401 52 3 l Ll 1111 installation l Ll 134800 00 10150 02 Shop Drawings O l l l J Ll Ll Coupling and Bracing 11111111111 Flexible Couplings or Joints f T l 111 i Equipment Requirements f3 f T TT J fJ OonrcterDesgedBrcng 124 fae TT 1 l1 ll sbosProdctDaa I Ll je f l T 1 l1 ll EqipmetRegiemns 13 fe T l 1 l ll Contractor Designed Bracing 124 fe f l l1 l1 ll sD o7Ceriticates x OC T T T C ST SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 8 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9
134. OF CONTENTS DIVISION 21 FIRE SUPPRESSION SECTION 21 13 13 00 10 WET PIPE SPRINKLER SYSTEM FIRE PROTECTION ENERAL FERENCES STEM DESC Hydraul 1 Hos 22 Bas RIPTION ic Design e Demand is for Calcul ations 2 23 2 2 SU QU 2 4 3 DELIVERY STORAGE AND HANDLING Sprinkl BMITTALS ALITY Fire Pr Sprinkl Shop Dr 23 Hydraulic Calcul ations er Coverage ASSURANCE otection Specialist er System Installer awings EXTRA MATERIALS Pi RODUCTS STANDARD PRODUCTS NAMEPLATES RE UNI gt QUIREMENT S FOR FIRE PROTECTION SERVICE DERGROUND Pipe Fitting Gate Va Steel P 1 1 Ste Fit 1 3 Gro 1 4 Fla 25 1 Valves 3 1 3 2 Con BOVEGROUND PIPING COMPONENTS Check Valve LARM CHECK PIPING COMPONENTS s and Gaskets lve and Indicator Posts iping Components el Pipe tings for Non Grooved Steel Pipe oved Mechanical Joints and Fittings nges ts Nut ngers and Washers trol Valve and Gate Valve VALVE ASSEMBLY WATERFLOW ALARM A NIT ATING AND SUPERVISORY DEVICES iB 2 3 A 1 5 5 5 5 29 2 3 5 5 A I 2 5 LOLI 10 2 IRE DEPAR Sprinkler Pre
135. PA Guide 3 7 2 Toxic Materials To protect personnel from overexposure to toxic materials conform to the most stringent guidance of a The applicable manufacturer s Material Safety Data Sheets MSDS or local regulation b 29 CFR 1910 1000 c ACGIH 0100 threshold limit values 8 ENVIRONMENTAL CONDITIONS Comply at minimum with manufacturer recommendations for space ventilation during and after installation 8 1 Coatings Do not apply coating when air or substrate conditions are a Less than 5 degrees F above dew point b Below 60 degrees F or over 95 degrees F unless specifically pre approved by the Contracting Officer and the product manufacturer Under no circumstances shall application conditions exceed manufacturer recommendations 8 2 Post Application Vacate space for as long as possible after application Wait a minimum of 48 hours before occupying freshly painted rooms Maintain one of the following ventilation conditions during the curing period or for 72 hours after application a Supply 100 percent outside air 24 hours a day b Supply airflow at a rate of 6 air changes per hour when outside temperatures are between 55 degrees F and 85 degrees F and humidity is between 30 percent and 60 percent c Supply airflow at a rate of 1 5 air changes per hour when outside air conditions are not within the range stipulated above SECTION 09
136. PROTECTION SERVICE 22855 General Requirements PEE E Alarms 2 4 UNDERGROUND PIPING COMPONENTS 2 4 1 Pipe and Fittings 2 4 2 Fittings and Gaskets 2 4 3 Valves and Valve Boxes 2 4 4 Gate Valve and Indicator Posts 2 4 5 Buried Utility Warning and Identification Tape 2 5 ABOVEGROUND PIPING COMPONENTS 25 Pipe Sizes 2 5 inches and Larger 2 5 1 1 Pipe 25 2 Grooved Mechanical Joints and Fittings 255 3 Flanges 2 5 1 4 Gaskets 2 5 1 5 Bolts 255 16 Nuts 2 5 1 7 Washers 225 2 Piping Sizes 2 inches and Smaller 2 52 Steel Pipe 25422 Copper Tubing 22553 Pipe Hangers and Supports 2 5 4 Valves 25d Gate Valves and Control Valves SECT ON 21 30 00 Page 1 NSA 03 RJ000081J 5 55 CO h2 PUMP REPLAC OV U1 U1 U1 UI gt Rel Tamper Switch Check Valve lief Valve Circulating Relief Valve Pipe Sleeves Escutcheon Plates ISINFECTING MATERIALS Liquid Chlori ne 10 BO BOO PRO lt 2 jJ 7 sc 1 D E Hypochlori Ces SEL ENGINE DR VER I 2 2 2 Engine Capacity Exhaust System External to Engine Flanges xL 2 3 Piping Steel Pipe and Fittings Insulation E BATTER ES PUMP CONTROLLER
137. PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 27 PLACING CONCRETE 2632 Mixing ASTM C94 C94M and ACI MCP 2 Machine mix concrete Begin mixing within 30 minutes after the cement has been added to the aggregates Place concrete within 90 minutes of either addition of mixing water to cement and aggregates or addition of cement to aggregates if the air temperature is less than 84 degrees F Reduce mixing time and place concrete within 60 minutes if the air temperature is greater than 84 degrees F except as follows if set retarding admixture is used and slump requirements can be met limit for placing concrete may remain at 90 minutes Additional water may be added provided that both the specified maximum slump and water cement ratio are not exceeded When additional water is added an additional 30 revolutions of the mixer at mixing speed is required Dissolve admixtures in the mixing water and mix in the drum to uniformly distribute the admixture throughout the batch 26 3 Transporting Transport concrete from the mixer to the forms as rapidly as practicable Prevent segregation or loss of ingredients Clean transporting equipment thoroughly before each batch Do not use aluminum pipe or chutes Remove concrete which has segregated in transporting and dispose of as directed Place concrete as soon as practicable after the forms and the reinforcement h
138. Primer Intermediate Topcoat MPI 101 MPI 77 MPI 77 plus NSA System DFT 5 25 mils End of Section SECTION 09 90 00 Page 18 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION TABLE OF CONTENTS DIVISION 10 SPECIALTIES SECTION 10 14 01 EXTERIOR SIGNAGE PART 1 GENERAL REFERENCES SUBMITTALS DELIVERY STORAGE AND HANDLING WNP PART 2 PRODUCTS 242 STANDARD PRODUCTS 2 2 ROOM IDENTIFICATION SIGNAGE 2202 Standard Room Signs 2 2 2 Type of Mounting For Signs 22253 Graphics 2 2 4 Character Proportions and Heights 2 2 5 Raised and Braille Characters and Pictorial Symbol Signs Pictograms PART 3 EXECUTION INSTALLATION Protection and Cleaning we of Section Table of Contents SECTION 10 14 01 Page 1 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 10 14 01 11 5 PART 1 GENERAL 1 23 DELIVERY STORAG 1 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are ref
139. Product Data All equipment and material requiring UL listing shall be shown to be listed by UL by providing UL Fire Prot Dir sheet and included within the submittal manufacturer test procedures required by NFPA codes shall also be submitted Fire Protection Related Submittals Materials and Equipment G Spare Parts Preliminary Tests G Final Acceptance Test G Onsite Training Fire Protection Specialist G Sprinkler System Installer G Detailed test procedures G SD 05 Design Data Sway Bracing G Hydraulic Calculations G SD 06 Test Reports Preliminary Test Report G Final Acceptance Test Report G SD 07 Certificates Inspection by Fire Protection Specialist G SD 10 Operation and Maintenance Data Operating and Maintenance Manuals 1 4 QUALITY ASSURANCI Compliance with referenced NFPA standards is mandatory This includes advisory provisions listed in the appendices of such standards as though the word shall had been substituted for the word should wherever it appears In the event of a conflict between specific provisions of this specification and applicable NFPA standards this specification shall govern Reference to authority having jurisdiction shall be interpreted to mean NSAW OHESS Mr Walt Schmoeller 1 4 1 Fire Protection Specialist Perform work specified in this section under the supervision of and certified by the Fire Protection Specialis
140. Provide a looped conduit system so that if the conduit and all conductors within are severed at any point all IDC NAC and SLC will remain functional The conduit loop requirement is not applicable to the signal transmission link from the local panels at the protected premises to the Supervising Station fire station fire alarm central communication center Textual audible and visual appliances and systems shall comply with NFPA 72 Fire alarm system components requiring power except for the control panel power supply shall operate on 24 Volts dc Addressable system shall be microcomputer microprocessor or microcontroller based with a minimum word size of eight bits and shall provide the following features a Sufficient memory to perform as specified and as shown for addressable system b Individual identity of each addressable device for the following conditions alarm trouble open short and appliances missing failed remote detector sensitivity adjustment from the panel for smoke detectors c Capability of each addressable device being individually disabled or enabled from the panel d Size each SLC to provide 40 percent addressable expansion without hardware modifications to the panel SECTION 28 31 64 00 10 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 2
141. REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt 1 lt 0 gt 24100 SD 01 Preconstruction Submittals A Existing Conditions D 07 Certificates CD CONTRACTOR CONTRACTOR APPROVING AUTHORITY SCHEDULE DATES ACTION T C T R L A S R 5 5 C M S P A T T E R E T C A C N A L 5 T E C E DESCRIPTION APPROVAL MATERIAL DATE DATE N F D T ITEM SUBMITTED H N R SUBMIT ACTION E ACTION e C T C b f h i k n p Mc nop cans E sp de dE 41 qp a ee Di i irt qun p ipti NR p iti m HS EPA EN Demolition Pan fea f T f ll k Joess1830020 SD OtPreconsucionSuomttas Po f Jf Occupational and Environmental 1523 a f ll j AssessmentDataRepot l ll bead Compliance Plan tse2 o f Jf j d GempetentPerson J O P P S e Training Certification tsi2 Ja To JP teadwastemanagementplan 15 28 a 111 j witenedene st o ll j Medical Examinations
142. S2 Dewatering Groundwater flowing toward or into excavations shall be controlled to prevent sloughing of excavation slopes and walls boils uplift and heave in the excavation and to eliminate interference with orderly progress of construction French drains sumps ditches or trenches will not be permitted within 3 feet of the foundation of any structure except with specific written approval and after specific contractual provisions for restoration of the foundation area have been made Control measures shall be taken by the time the excavation reaches the water level in order to maintain the integrity of the in situ material While the excavation is open the water level shall be maintained continuously at least 2 feet below the working level 2272 Underground Utilities Location of the existing utilities indicated is approximate The Contractor shall physically verify the location and elevation of the existing utilities indicated prior to starting construction The Contractor shall scan the construction site with electromagnetic and sonic equipment and mark the surface of the ground where existing underground utilities are discovered 2 EXCAVATION Excavate to contours elevation and dimensions indicated Reuse excavated materials that meet the specified requirements for the material type required at the intended location Keep excavations free from water Excavate soil disturbed
143. SECT ON 07 52 25 KUNIA TUNNI Page 2 EL OAHU Hl NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BU LDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 07 52 25 ELASTOM PART 1 GENERAL 1 3 REFERENCES ERIC SHEET ROOFING The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE ASCE 7 10 2010 Change 2010 Change 2011 Errata 2011 Change 2011 Minimum Design Loads for Buildings and Other Structures ASTM INTERNATIONAL ASTM ASTM C1177 C1177M ASTM C1289 ASTM D1149 ASTM D2137 ASTM D412 ASTM D570 ASTM D751 ASTM E108 ASTM E84 2008 Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing 2011 Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board 2007 Standard Test Method for Rubber Deterioration Surface Ozone Cracking in a Chamber 1994 2000 Rubber Property Brittleness Point of Flexible Polymers and Coated Fabrics 2006ae2 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension 1998 R 2010e1 Standard Test Method for Water Absorption of Plastics
144. Smoke Detectors Design smoke detectors for detection of abnormal smoke densities Smoke detectors shall be photoelectric type Detectors shall contain a visible indicator LED LCD that shows when the unit is in alarm condition Detectors shall not be adversely affected by vibration or pressure Detectors shall be the plug in type in which the detector base contains terminals for making wiring connections Detectors that are to be installed in concealed above false ceilings etc locations shall be provided with a remote indicator LED LCD suitable for mounting ina finished visible location 2 5 ds Photoelectric Detectors Detectors shall operate on a light scattering concept using an LED light source Failure of the LED shall not cause an alarm condition Detectors shall be factory set for sensitivity and shall require no field adjustments of any kind Detectors shall have an obscuration rating in accordance with UL 268 Addressable smoke detectors shall be capable of having the sensitivity being remotely adjusted by the control panel 2 8 NOTIFICATION APPLIANCES Audible appliances shall conform to the applicable requirements of UL 464 Devices shall be connected into notification appliance circuits Devices shall have a separate screw terminal for each conductor Audible appliances shall generate a unique audible sound from other devices provided in the b
145. Specification for Electric Resistance Welded Steel Pipe 2003 R 2009 Standard Specification for Carbon Steel Track Bolts and Nuts 2010 Standard Specification for Hex Cap Screws Bolts and Studs Steel Heat Treated 120 105 90 ksi Minimum Tensile Strength General Use 1999 R 2009 Standard Specification for Ferritic Malleable Iron Castings 2010 Standard Specification for Pipe Steel Black and Hot Dipped Zinc Coated Welded and Seamless 1984 R 2009 Standard Specification for Ductile Iron Castings 2008 Standard Specification for Black and Hot Dipped Zinc Coated Galvanized Welded and Seamless Steel Pipe for Fire Protection Use 2011 Hardened Steel Washers updated on line Approval Guide http www approvalguide com MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY MSS MSS SP 71 SECTION 21 2011 Gray Iron Swing Check Valves Flanged and Threaded Ends 13 13 00 10 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J NATIONAL FIRE PROTECTION ASSOCIATION NFPA NFPA 13 2010 Errata 10 1 TIA 10 1 TIA 11 2 Standard for the Installation of Sprinkler Systems NFPA 1963 2009 Errata 09 1 Standard for Fire Hose Connections NFPA 24 2010 Standard for the Installation of Private Fire Service Mains and Their Appurtenances I ER
146. an ASTM D1556 density test at a location already ASTM D6938 tested as specified herein Perform an ASTM D1556 density test at the start of the job and for every 10 ASTM 06938 density tests thereafter Test each lift at randomly selected locations every 1000 square feet of existing grade in fills for structures and concrete slabs Include density test results in daily report Bedding and backfill in trenches One test per 50 linear feet in each lift End of Section SECTION 31 23 00 00 20 Page 11 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU SECTION TABLE OF CONTENTS DIVISION 33 UTILITIES SECTION 33 11 00 WATER DISTRIBUTION PART 1 GENERAL REFERENCES LL 2 DESIGN REQUIREMENTS 22 Water Distribution Mains 1 3 SUBMITTALS 1 4 DELIVERY STORAGE AND HANDLING As Delivery and Storage 1 4 2 Handling PART 2 PRODUCTS Dols WATER DISTRIBUTION MAIN MATERIALS 2 2 Piping Materials 2 Ductile Iron Piping 22152 Valves and Other Water Main Accessories
147. anchor the sleeve to prevent dislocation Closure of the space between the pipe and the pipe sleeve shall be by means of a mechanically adjustable segmented elastomeric seal The seal shall be installed so as to be flush For wall or floor penetrations extend each Sleeve through its respective wall or floor and cut flush with each surface For roadway crossings pipe sleeves shall be continuous for the entire crossing as well as extend a minimum of 6 inches beyond both sides of the crossing Seal around sleeves that penetrate through valve or fuel related pits with a Buna N casing seal Seal around sleeves that penetrate through non fire rated walls and floors in accordance with Section 07 92 00 JOINT SEALANTS Seal around sleeves that penetrate through fire rated walls and floors as specified in Section 07 84 00 FIRESTOPPING 3 1 13 Escutcheons Except for utility or equipment rooms provide finished surfaces where exposed piping pass through floors walls or ceilings with escutcheons Secure escutcheon to pipe or pipe covering 3 12 14 Buried Utility Tape Bury tape with the printed side up at a depth of 12 inches below the top surface of earth or the top surface of the subgrade under pavements 3 1 15 Framed Instructions Framed instructions shall include equipment layout wiring and control diagrams piping valves control sequences and typed condensed operation instructions The condensed ope
148. and 72 Volt dc line to line 25393 Signal Line Circuit Surge Protection All SLC cables conductors except fiber optics shall have surge protection isolation circuits installed at each point where it exits or enters a building The circuit shall be protected from surges in accordance with IEEE C62 41 1 IEEE C62 41 2 B3 combination waveform and NFPA 70 The surge protector isolator shall be rated to protect the equipment SECTION 28 31 64 00 10 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 4 GROUNDING Grounding shall be provided by connecting to building ground system 29 TRAINING Submit lesson plans operating instructions maintenance procedures and training data furnished in manual format for the training courses The operations training shall familiarize designated government personnel with proper operation of the fire alarm system Conduct the course in the building where the system is installed or as designated by the Contracting Officer a instructions shall cover items contained in the operating and maintenance instructions In addition training shall be provided on performance of expansions or modifications to the fire detection and alarm system The training period for system expansions and modifications shall consist of a
149. and maintain the integrity of fire resistance rated walls partitions floors and ceiling floor assemblies including through penetrations and construction joints and gaps Through penetrations include the annular space around pipes tubes conduit wires cables and vents b Construction joints include those used to accommodate expansion contraction wind or seismic movement firestopping material shall not interfere with the required movement of the joint Gaps requiring firestopping include gaps between the curtain wall and the floor slab and between the top of the fire rated walls and the roof or floor deck above and at the intersection of shaft assemblies and adjoining fire resistance rated assemblies 222 Sequencing Coordinate the specified work with other trades Apply firestopping materials at penetrations of pipes and ducts prior to insulating unless insulation meets requirements specified for firestopping Apply firestopping materials at building joints and construction gaps prior to completion of enclosing walls or assemblies Cast in place firestop devices shall be located and installed in place before concrete placement Pipe conduit or cable bundles shall be installed through cast in place device after concrete placement but before area is concealed or made inaccessible Firestop material shall be inspected and approved prior to final completion and enclosing of any assemblies that may conceal in
150. and that no additional pollutants are discharged For exposed concrete use one manufacturer for each type of cement ground slag fly ash and pozzolan 2 4 1 1 Fly Ash and Pozzolan ASTM C618 Type N F or C except that the maximum allowable loss on ignition must be 6 percent for Types and F Add with cement Fly ash content must be a minimum of 15 percent by weight of cementitious material provided the fly ash does not reduce the amount of cement in the concrete mix below the minimum requirements of local building codes Where the use of fly ash cannot meet the minimum level provide the maximum amount of fly ash permittable that meets the code requirements for cement content Report the chemical analysis of the fly ash in accordance with ASTM C311 Evaluate and classify fly ash in accordance with ASTM D5759 High contents of supplementary cementitious materials can have some detrimental effects on the concrete properties such as slowing excessively the strength gain rate and delaying and increasing the difficulty of finishing The recommended maximum content by weight of the total cementitious material for these materials are 1 For GGBF slag 50 percent 2 For fly ash or natural pozzolan 40 percent 25 percent in cold climates 2 4 1 2 Ground Granulated Blast Furnace Slag ASTM C989 C989M Grade 80 Slag content must be a minimum of 25 percent by weight of cementitious material 22
151. be directed or performed by SECTION 02 83 13 00 20 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J the CP a The CP shall be on the job site directing the air and wipe sampling and inspecting the PWL or MCL removal work to ensure that the requirements of the contract have been satisfied during the entire PWL or MCL operation b Collect personal air samples on employees who are anticipated to have the greatest risk of exposure as determined by the CP In addition collect air samples on at least twenty five percent of the work crew or a minimum of two employees whichever is greater during each work shift c Submit results of air samples signed by the CP within 72 hours after the air samples are taken d Conduct area air sampling daily on each shift in which lead based paint removal operations are performed in areas immediately adjacent to the lead control area Sufficient area monitoring shall be conducted to ensure unprotected personnel are not exposed at or above 30 micrograms per cubic meter of air If 30 micrograms per cubic meter of air is reached or exceeded stop work correct the conditions s causing the increased levels Notify the Contracting Officer immediately Determine if condition s require any further change in work methods Removal work shall resume only after the CP and the Contracting Officer
152. below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AWWA AWWA AWWA AWWA AWWA AWWA AWWA AWWA AWWA AWWA AWWA AWWA ASME ASME B3 B3 AMERICAN WATER WORKS ASSOCIATION AWWA 00 01 C104 A21 4 C 05 A21 5 0 A21 10 A2 51 A21 5 C 53 A21 53 C508 C509 C600 C651 2010 Addenda 2011 Hypochlorites 2010 Liquid Chlorine 2008 Errata 2010 Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water 2010 Polyethylene Encasement for Ductile Iron Pipe Systems 2008 Ductile Iron and Gray Iron Fittings for Water 2007 Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings 2009 Ductile Iron Pipe Centrifugally Cast for Water 2011 Ductile Iron Compact Fittings for Water Service 2009 Swing Check Valves for Waterworks Service 2 In 50 mm Through 24 In 600 mm NPS 2009 Resilient Seated Gate Valves for Water Supply Service 2010 Installation of Ductile Iron Water Mains and Their Appurtenances 2005 Errata 2005 Standard for Disinfecting Water Mains ASME INTERNATIONAL ASME B18 2 2 B1 8 5 2 1 2010 Standard for Square and Hex Nuts 2006 R 2011 Metric Round Head Short Square Neck Bolts SECTION 33 11 00 Page 3 NSA 03
153. bird screening Mount screens in removable rewirable frames of same material and finish as the louvers ES FASTENERS AND ACCESSORIES Provide stainless steel screws and fasteners for aluminum louvers Provide other accessories as required for complete and proper installation 4 FINISHES 4 1 Aluminum Exposed aluminum surfaces shall be factory finished with an anodic coating or organic coating Color shall be as selected by the Contracting Officer Lll Anodic Coating Clean exposed aluminum surfaces and provide an anodized finish conforming to AA DAF45 and AAMA 611 Finish shall be a Architectural Class I 0 7 mil or thicker designation AA M10 C22 42 integral color anodized 4 1 2 Organic Coating Clean and prime exposed aluminum surfaces Provide a baked enamel finish conforming to AAMA 2603 with total dry film thickness not less than 0 8 mil high performance finish in accordance with AAMA 2605 with total dry film thickness of not less than 1 2 mil color as selected by the Contracting Officer PART 3 EXECUTION 2 PROTECTION FROM CONTACT DISSIMILAR MAT INSTALLATION ilc Wall Louvers Install using stops or moldings flanges strap anchors or jamb fasteners as appropriate for the wall construction and in accordance with manufacturer s recommendations 1 52 Screens and Frames Attach frames to louvers with screws
154. breaker assembly shall conform to ASSE 1020 Air gaps in plumbing systems shall conform to ASME A112 1 2 5 DRAINS x5 Floor and Shower Drains Floor and shower drains shall consist of a galvanized body integral Seepage pan and adjustable perforated or slotted chromium plated bronze nickel bronze or nickel brass strainer consisting of grate and threaded collar Floor drains shall be cast iron except where metallic waterproofing membrane is installed Drains shall be of double drainage pattern for embedding in the floor construction The seepage pan shall have weep holes or channels for drainage to the drainpipe The strainer shall be adjustable to floor thickness A clamping device for attaching flashing or waterproofing membrane to the seepage pan without damaging the flashing or waterproofing membrane shall be provided when required Drains shall be provided with threaded connection Between the drain outlet and waste pipe a neoprene rubber gasket conforming to ASTM C564 may be installed provided that the drain is specifically designed for the rubber gasket compression type joint Floor and shower drains shall conform to ASME A112 6 3 Provide drain with trap primer connection trap primer and connection piping Primer shall meet ASSE 1018 Metallic Shower Pan Drains Where metallic shower pan membrane is installed polyethylene drain with corrosion resistant screws sec
155. by the action of the elements and shall have provisions for carrying water and normal wind transported soil matter to the outside Design units for windspeeds of not less than 80 mph in accordance with ASCE 7 Ventilators shall be free of internal obstructions or moving parts which will require maintenance and shall be complete with type of mounting indicated on drawings 23 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When SECTION 07 72 00 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 4 QUALITY ASSURANCI used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Roof Ventilators G Manufacturer shall specialize design and manufacture of the type of roof ventilators specified in this section and shall have a minimum of 2 years of documented successful experience Provide a ventilator installer experienced in the installation of ventilator types specified 25 DELIVERY STORAGE AND HANDLING Roof ventilators shall be cartoned or crated prior to shipme
156. concrete 7 4 Application of Latex Bonding Compound Apply a thin coat of compound to dry clean surfaces Scrub compound into the surface with a stiff bristle brush Place concrete while compound is stringy Do not permit compound to harden prior to concrete placement Follow manufacturer s instructions regarding safety and health precautions when working with latex binder 27 3 Pumping ACI MCP 2 Pumping must not result in separation or loss of materials nor cause interruptions sufficient to permit loss of plasticity between successive increments Loss of slump in pumping equipment must not exceed 2 inches Do not convey concrete through pipe made of aluminum or aluminum alloy Avoid rapid changes in pipe sizes Limit maximum size of course aggregate to 33 percent of the diameter of the pipe Limit maximum size of well rounded aggregate to 40 percent of the pipe diameter Take samples for testing at both the point of delivery to the pump and at the discharge end 2446 Hot Weather Maintain required concrete temperature using Figure 2 1 5 in ACI MCP 2 to prevent the evaporation rate from exceeding 0 2 pound of water per square foot of exposed concrete per hour Cool ingredients before mixing or use other suitable means to control concrete temperature and prevent rapid drying of newly placed concrete Shade the fresh concrete as soon as possible after placing Start curing when th
157. concrete masonry or lead any cable sheaths jackets covers or insulation materials and the common metals Compounds shall form a seal without dissolving noticeably changing characteristics or removing any of the ingredients Compounds shall have no injurious effect upon the hands of workmen or upon materials ook METERING AND PROTECTIVE DEVICES 8 SURGE ARRESTERS Surge arresters shall comply with NEMA LA 1 and IEEE C62 11 and shall be provided where indicated Arresters shall be distribution class rated as shown Arresters for use at elevations in excess of 6000 feet above mean sea level shall be specifically rated for that purpose Arresters shall be equipped with mounting brackets suitable for the indicated installations Arresters shall be of the metal oxide varistor type 29 GROUNDING AND BONDING 2592 Driven Ground Rods Ground rods shall be copper clad steel conforming to UL 467 not less than 3 4 inch in diameter by 10 feet in length Sectional type rods may be used Pe Grounding Conductors Grounding conductors shall be bare except where installed in conduit with associated phase conductors Insulated conductors shall of the same material as phase conductors and green color coded except that conductors shall be rated no more than 600 volts Bare conductors shall be ASTM B8 soft drawn
158. constructed of the same material as the fill tube 6 FRP CONTAINMENT SUMP Sump shall be constructed of fiberglass reinforced plastic FRP that is chemically compatible with the fuels to be handled Do not connect sump in any way to the manway cover or concrete above Cap the top of each containment sump with a watertight access cover Construct cover of the same material as the sump Cover shall have a minimum diameter of 22 inches Cover shall be easily removable through the manway above a Rainfall drainage shall not drain into a sump Sump shall be capable of withstanding underground burial loads to be encountered Container shall have a minimum 5 gal fuel storage capacity Container shall not contain any type of drain b The sides of a containment sump shall allow the penetration of carrier pipes exterior containment pipes conduits and vapor pipes as required Boot or seal penetrations in the containment sump sides to ensure that liquid will not escape from the sump in the event that the liquid level within the sump rises above the pipe penetration Provide boots and seals that are chemically compatible with the fuel to be handled and that are water resistant to the influx of ground water Boots and seals shall be designed and installed to accommodate the anticipated amount of thermal expansion and contraction in the piping system AN ACCESSORIES Concrete Anchor Bolts Conc
159. constructed subgrade or fill must be cleaned of foreign materials and inspected by the Contractor for adequate compaction and surface tolerances as specified Actual density of top 12 inches of subgrade soil material in place must not be less than the following percentages of maximum density of same soil material compacted at optimum moisture content in accordance with ASTM D1557 PERCENT MAXIMUM SOIL MATERIAL DENSITY Cohesionless soil material 100 Cohesive soil material 95 Finish surface of capillary water barrier under interior slabs on ground must not show deviation in excess of 1 4 inch when tested with a 10 foot straightedge parallel with and at right angles to building lines Finished surface of subgrade or fill under exterior slabs on ground must not be more than 0 02 foot above or 0 10 foot below elevation indicated 3 2 4 Formwork Complete and approve formwork Remove debris and foreign material from interior of forms before start of concrete placing 3 245 Edge Forms and Screed Strips for Slabs Set edge forms or bulkheads and intermediate screed strips for slabs to obtain indicated elevations and contours in finished slab surface and must be strong enough to support vibrating bridge screeds or roller pipe screeds if nature of specified slab finish requires use of such equipment Align concrete surface to elevation of screed strips by use of strike off templates or approved compacti
160. control alarm and signal circuits No 22 AWG 52 Color Coding Provide for service feeder branch control and signaling circuit conductors Color shall be green for grounding conductors and white for neutrals except where neutrals of more than one system are installed in same raceway or box other neutrals shall be white with a different colored not green stripe for each Color of ungrounded conductors in different voltage systems shall be as follows a 208 120 volt three phase 1 Phase A black 2 Phase B red 3 Phase C blue 55 3 Insulation Unless specified or indicated otherwise or required by NFPA 70 power and lighting wires shall be 600 volt Type THWN THHN conforming to UL 83 or Type XHHW conforming to UL 44 except that grounding wire may be type TW conforming to UL 83 remote control and signal circuits shall be Type TW or TF conforming to UL 83 Where lighting fixtures require 90 degree Centigrade C conductors provide only conductors with 90 degree C insulation or better 5 4 Bonding Conductors ASTM B1 solid bare copper wire for sizes No 8 AWG and smaller diameter ASTM B8 Class B stranded bare copper wire for sizes No 6 AWG and larger diameter SECTION 26 20 00 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 6 SPLICES AND TERMINATION COMPON
161. enclose or properly guard coupling rotating parts gears projecting equipment etc so as to prevent possible injury to persons that come in close proximity of the equipment Conduct testing of the fire pumps in a safe manner and ensure that all equipment is safely secured Hoses and nozzles used to conduct flow tests shall be in excellent condition and shall be safely anchored and secured to prevent any misdirection of the hose streams SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for Contractor Quality Control approval and information only When a submittal is designated with G the submittal requires review and approval from the US Army Corps of Engineers District Fire Protection Engineer Any submittal returned for resubmission shall be resubmitted to the government within 30 days from the receipt of government comments No work shall be started or supplies be purchased prior to approval of shop submittals by the Government All equipment and materials requiring UL listings shall be shown to be listed by UL by providing the UL Fire Protection Equipment Directory Sheet and included in the submittal Manufacturer testing procedures required by NFPA 20 shall also be submitted Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings SECTION 21 30 00 Page 8
162. fed into the sprinkler piping at a constant rate of 50 parts per million ppm properly adjusted hypochlorite solution injected into the system with a hypochlorinator or liquid chlorine injected into the system through a solution fed chlorinator and booster pump shall be used Chlorination application shall continue until the entire system if filled The water shall remain in the system for a minimum of 24 hours Each valve in the system shall be opened and closed Several times to ensure its proper disinfection Following the 24 hour period no less than 25 ppm chlorine residual shall remain in the system 10 2 Flushing The system shall then be flushed with clean water until the residual chlorine is reduced to less than one part per million Samples of water in disinfected containers for bacterial examination will be taken from several system locations which are approved by the Contracting Officer 21053 Sample Testing Samples shall be tested for total coliform organisms coliform bacteria fecal coliform streptococcal and other bacteria in accordance with SECTION 21 30 00 Page 26 NAS CSS PUM AWWA 10084 PR E PLAC ENT BU NG 9 The testing method shall be eith fermentation technique or the membrane filter technique NSA 03 KUNIA TUNNEL OAHU HI RJ000081J er the multiple tube The disinfection
163. further instructions S dS Equipment Connections Provide power wiring for the connection of motors and control equipment under this section of the specification Except as otherwise specifically noted or specified automatic control wiring control devices and protective devices within the control circuitry are not included in this section of the specifications but shall be provided under the section specifying the associated equipment 341 12 Repair of Existing Work Repair of existing work demolition and modification of existing electrical distribution systems shall be performed as follows 34 by Workmanship Lay out work in advance Exercise care where cutting channeling chasing or drilling of floors walls partitions ceilings or other surfaces is necessary for proper installation support or anchorage of conduit raceways or other electrical work Repair damage to buildings piping and equipment using skilled craftsmen of trades involved 3 1 12 2 Existing Concealed Wiring to be Removed Existing concealed wiring to be removed shall be disconnected from its source Remove conductors cut conduit flush with floor underside of floor and through walls and seal openings 3221258 Removal of Existing Electrical Distribution System Removal of existing electrical distribution system equipment shall include equipment s associated wiring including conductors cables exposed
164. give approval e Before any work begins a third party consultant shall collect and analyze baseline wipe and soil samples in accordance with methods defined by federal State and local standards inside and outside of the physical boundary to assess the degr of dust contamination in the facility prior to lead disturbance or removal f Surface Wipe Samples Collect surface wipe samples on floors at a location no greater than 10 feet outside the lead control area at a frequency of once per day while lead removal work is conducted in occupied buildings Surface wipe results shall meet criteria in paragraph Clearance Certification 3 4 1 2 Sampling After Removal After the visual inspection conduct soil sampling if bare soil is present during external removal operations and collect wipe and soil samples according to the HUD protocol contained in HUD 6780 to determine the lead content of settled dust in micrograms per square meter foot of surface area and parts per million ppm for soil 324 1 3 Testing of Material Containing Lead Residue Test residue in accordance with 40 CFR 261 for hazardous waste 32 5 CLEANING AND DISPOSAL 9251 Cleanup Maintain surfaces of the lead control area free of accumulations of dust and debris Restrict the spread of dust and debris keep waste from being distributed over the work area Do not dry sweep or use pressurized air to
165. in the sleeve E a a a ightening of the bolt shall cause the rubber sealing elements to expand nd provide a watertight seal between the pipe and the sleeve Each seal ssembly shall be sized as recommended by the manufacturer to fit the pipe nd sleeve involved Sleeves shall not be installed in structural members except where indicated or approved Rectangular and square openings shall be as detailed Each sleeve shall extend through its respective floor or roof and shall be cut flush with each surface except for special circumstances Pipe sleeves passing through floors in wet areas such as mechanical equipment rooms lavatories kitchens and other plumbing fixture areas shall extend a minimum of 4 inches above the finished floor Unless otherwise indicated sleeves shall be of a size to provide a minimum of 1 4 inch clearance between bare pipe or insulation and inside of sleeve or between insulation and inside of sleeve Sleeves in bearing walls and concrete slab on grade floors shall be steel pipe or cast iron pipe Sleeves in nonbearing walls or ceilings may be steel pipe cast iron pipe galvanized sheet metal with lock type longitudinal seam or plastic SECTION 22 00 00 Page 20 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J
166. installed in accordance wi the preliminary and final tests after compl cer the contrac atten A 1 BOVEGROUND letion of P requirements tion of the Con working days after the discrepancy is discovered requirements 1 inspect the sprinkler system the installation to assure tha the system inspections and a s tracting Officer in writing IPING INSTALLATION Protection of Seismically protect Piping Against Earthquake Damage This requirement is tance Test Reports the Final Acceptance Test tification by the Fire Protection Specialist that the sprinkl installed in accordance with the contrac signed approval of the Preliminary and Final Accep tion Specialist shall er including The t the sprinkler system is th the contract requirements and sign the test results uccessful final test tify in writing that the system has been installed in accordance with Any discrepancy shall be brought to the no later than three 3 the system piping against damage from earthquakes not subject to determination under NFPA 13 ECTION 21 13 13 00 10 Page 13 Install NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J the seismic protection of the system piping in accordance with NFPA 13 and Annex A Use CP value of CP 0 42 Include the required features
167. less than 55 percent of the internal cross sectional area of a pipe of the same nominal diameter Balls shall be provided with trunnion type support bearings for valves 14 inches and larger Provide valves with worm gear operators except valves 6 inches and smaller may be lever operated with a minimum 10 adjustable positions between fully opened and fully closed Globe Valve Valve shall conform to ASME B16 34 Class 150 Ij 2545 Plug Valve PTFE Sleeved Tapered Type Valve shall be the non lubricated PTFE sleeved tapered plug type that conforms to Spec 6D Valve shall have 360 degree port defining lips to retain the sleeve against deforming into the flow passages Valve shall provide abrasion protection and shall prevent fuel entry behind the Sleeve Plug shall operate with a 90 degree turn for closure For valves installed in loop or distribution piping provide valve body with a body cavity drain connection 5516 Plug Valve Double Block Bleed Type Valve shall be the non lubricated resilient double seated trunnion mounted type with a tapered lift plug capable of 2 way shutoff that conforms to API Spec 6D Valve shall have electroplated nickel interiors Valve plug shall be constructed of steel or ductile iron with electroplated nickel that is supported on upper and lower trunnions Valve sealing slips shall be constru
168. licensed in accordance with federal State and local laws 5102 Training Certification Submit a certificate for each worker and supervisor signed and dated by the accredited training provider stating that the employee has received the required lead training specified in 29 1926 62 1 and is certified to perform or supervise deleading lead removal or demolition activities in the state of Hawaii 15 57 3 Testing Laboratory Submit the name address and telephone number of the testing laboratory selected to perform the air and wipe analysis testing and reporting of airborne concentrations of lead Use a laboratory participating in the EPA National Lead Laboratory Accreditation Program NLLAP by being accredited by either the American Association for Laboratory Accreditation A2LA or the American Industrial Hygiene Association AIHA and that is successfully participating in the Environmental Lead Proficiency Analytical Testing ELPAT program to perform sample analysis Laboratories selected to perform blood lead analysis shall be OSHA approved 1 5254 Third Party Consultant Qualifications Submit the name address and telephone number of the third party consultant selected to perform the wipe sampling for determining concentrations of lead in dust Submit proper documentation that the consultant is trained and certified as an inspector technician or inspector risk assess
169. listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only ASTM INTERNATIONAL ASTM ASTM E580 E580M 2011b Application of Ceiling Suspension Systems for Acoustical Tile and Lay In Panels in Areas Requiring Moderate Seismic Restraint U S DEPARTMENT OF DEFENSE DOD UFC 3 310 04 2007 Change 1 Seismic Design for Buildings UNDERWRITERS LABORATORIES UL UL 1598 2008 Reprint Jan 2010 Luminaires 1 2 SYSTEM DESCRIPTION T3221 General Requirements The requirements for seismic protection measures described in this section shall be applied to the electrical equipment and systems listed below 1 2 2 Electrical Equipment Electrical equipment shall include the following items to the extent required on the drawings or in other sections of these specifications Control Panels Pumps with Motors Light Fixtures 12 53 Electrical Systems All electrical systems shall be installed as required on the drawings and other sections of these specifications and shall be seismically protected in accordance with this specification 1224 Conduits Requiring No Special Seismic Restraints Seismic restraints may be omitted from electrical conduit less than 2 1 2 inches trade size All other interior conduit shall be seismically protected as specifie
170. material and containers with the original labels thereon intact Storage of Materials at Job Site a Materials delivered and stored at the jobsite shall be protected from dirt moisture oil high temperatures and physical damage b Insulation and any other materials which either absorb or are adversely affected by moisture shall be kept dry Wet materials and or materials which appear to have been deteriorated after getting wet shall not be permitted to be used on the job and shall be removed Materials containing solvents shall be stored in a dry cool area with proper fire and safety precautions d If stored on other than the ground all materials shall be distributed so that their resultant weight does not exceed the design live load on the deck normally 20 lbs per square foot on roofs and 40 6 2 promptly lbs per square foot on floors PROTECTION AND CLEANING Protection a Any work or materials damaged during roofing operations shall be restored to their original undamaged condition or replaced b Protective coverings shall be installed at all pavement and exposed building walls as necessary to prevent the marring of existing surfaces SECTION 07 52 25 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J c Protection shall remain in place for the duration of the roo
171. may be used for slabs Joints must be perpendicular to main reinforcement Reinforcement must be continued across construction joints 3412 2 Isolation Joints in Slabs on Ground Provide joints at points of contact between slabs on ground and vertical surfaces such as column pedestals foundation walls grade beams and elsewhere as indicated Fill joints with premolded joint filler strips 1 2 inch thick extending full slab depth Install filler strips at proper level below finish floor elevation with a slightly tapered dress and oiled wood strip temporarily Secured to top of filler strip to form a groove not less than 3 4 inch in depth where joint is sealed with sealing compound and not less than 1 4 inch SECTION 03 30 00 Page 41 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J in depth where joint sealing is not required Remove wood strip after concrete has set Contractor must clean groove of foreign matter and loose particles after surface has dried 34123 Control Joints in Slabs on Ground Provide joints to form panels as indicated Under and on exact line of each control joint cut 50 percent of welded wire fabric reinforcement before placing concrete Joints must be 1 8 inch wide by 1 5 to 1 4 of slab depth and formed by inserting hand pressed fiberboard strip into fresh c
172. new work 2 10 Masonry Wall Intersections Masonry bond each course at corners and elsewhere as shown Masonry walls shall be anchored or tied together at corners and intersections with bond beam reinforcement and prefabricated corner or tee pieces of joint reinforcement as shown 2 11 Partitions Partitions shall be continuous from floor to underside of floor or roof deck where shown Openings in firewalls around joists or other structural members shall be filled as indicated or approved Where suspended ceilings on both sides of partitions are indicated the partitions other than those shown to be continuous may be stopped approximately 4 inches above the ceiling level isolation joint shall be placed in the intersection between partitions and structural or exterior walls as shown Interior partitions having 4 inch nominal thick units shall be tied to intersecting partitions of 4 inch units 5 inches into partitions of 6 inch units and 7 inches into partitions of 8 inch or thicker units Cells within vertical SECTION 04 20 00 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J plane of ties shall be filled solid with grout for full height of partition or solid masonry units may be used Interior partitions having masonry walls over 4 inches thick shall be tied together with joint reinforcement
173. of occupational safety and health perform the work in accordance with EM 385 1 1 Section 23 Demolition and other applicable Sections Take necessary precautions to avoid damage to existing items to remain place to be reused or to remain the property of the Government Repair or replace damaged items as approved by the Contracting Officer Coordinate the work of this section with all other work indicated SECTION 02 41 00 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Ts 26 QUALITY ASSURANCI 3 2 Existing Construction Limits and Protection Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction 235 2 Weather Protection For portions of the building to remain protect building interior and materials and equipment from the weather at all times 2323 Utility Service Maintain existing utilities indicated to stay in service and protect against damage during demolition operations 23 4 Facilities Protect electrical and mechanical services and utilities Where removal of existing utilities and pavement is specified or indicated provide approved barricades temporary covering of exposed areas and temporary services or connections for electrical and mechanical utilities 4 BURNING The
174. of water per square foot per hour 3 10 3 1 Application Unless the manufacturer recommends otherwise apply compound immediately after the surface loses its water sheen and has a dull appearance and before joints are sawed Mechanically agitate curing compound thoroughly during use Use approved power spraying equipment to uniformly apply two coats of compound in a continuous operation The total coverage for the two coats must be 200 square feet maximum per gallon of undiluted compound unless otherwise recommended by the manufacturer s written instructions The compound must form a uniform continuous coherent film that does not check crack or peel Immediately apply an additional coat of compound to areas where the film is defective Re spray concrete surfaces subjected to rainfall within 3 hours after the curing compound application 3 0232 Protection of Treated Surfaces Prohibit pedestrian and vehicular traffic and other sources of abrasion at least 72 hours after compound application Maintain continuity of the coating for the entire curing period and immediately repair any damage SECTION 03 30 00 Page 37 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 10 4 Liquid Chemical Sealer Hardener Apply sealer hardener with low VOC content to interior floors not receiving floor covering and floors located under ac
175. penetrations and perimeter with inch maximum space between board and penetration 4 Minimum installed board size shall not be less than 2 feet square 5 Do allow protection board to become wet Discard wet warped or buckled boards Do not install boards that are broken cracked crushed or otherwise damaged unless the damaged area is first removed and discarded 6 Install no more protection board than can be properly covered by the end of each day with roofing membrane Single Ply Membrane Roofing Installation 1 Place membrane so that wrinkles and buckles are not formed Remove wrinkles or buckles from the sheet prior to permanent attachment 2 Fully adhere roof membrane immediately after it is rolled out followed by welding to adjacent sheets 3 Overlap roof membrane a minimum of 3 inches for side laps and 3 inches for end laps 4 Install membrane so that the side laps run across the roof slope lapped towards drainage points SECTION 07 52 25 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 5 Round exposed sheet corners a minimum of 1 inch radius 6 Use full width rolls in the field and perimeter region of roof 7 Use appropriate bonding adhesive for substrate surface applied with a solvent resistant roller brush or squeegee 8 Fully adhere membrane sheets with bonding adhesive at the r
176. procedures and a list of names and identification symbols of qualified welders and welding operators Plumbing System Diagrams instructions and other sheets proposed for posting Manufacturer s recommendations for the installation of bell and spigot and hubless joints for cast iron soil pipe SD 06 Test Reports Tests Flushing and Disinfection Test reports in booklet form showing all field tests performed SECTION 22 00 00 Page 8 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J T to adjust each component and all field tests performed to prove compliance with the specified performance criteria completion and testing of the installed system Each test report shall indicate the final position of controls SD 07 Certificates Materials and Equipment Where equipment is specified to conform to requirements of the ASME Boiler and Pressure Vessel Code the design fabrication and installation shall conform to the code Bolts written certification by the bolt manufacturer that the bolts furnished comply with the specified requirements SD 10 Operation and Maintenance Data Plumbing System G 3 STANDARD PRODUCTS Specified materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of such products Specified equipment shall essentially duplic
177. protection service shall be UL Fire Prot Dir listed or FM APP GUIDE approved Interpret all reference to the authority having jurisdiction to mean the NSAW OHESS Mr Walt Schmoeller b Submit 3 copies of the Fire Pump Installation Drawings consisting of a detailed plan view detailed elevations and sections of the pump room equipment and piping drawn to a scale of not less than 1 2 inch 1 foot Drawings shall indicate equipment piping and associated pump equipment to scale All clearance such as those between piping and equipment between equipment and walls ceiling and floors and for electrical working distance clearance around all electrical equipment shall be indicated Drawings shall include a legend identifying all symbols nomenclatures and abbreviations Drawings shall indicate a complete piping and equipment layout including elevations and or section views of the following 1 Fire pumps controllers piping valves and associated equipment 2 Sensing line for each pump including the pressure maintenance pump 3 Engine fuel system for diesel driven pumps 4 Engine cooling system for diesel driven pumps 5 Pipe hangers and sway bracing including support for diesel muffler and exhaust piping 6 Restraint of underground water main at entry and exit points to the building including details of pipe clamps tie rods mechanical retainer gl
178. quantity date of manufacture manufacturer s formulation number manufacturer s directions including any warnings and special precautions and name and address of manufacturer Pigmented paints shall be furnished in containers not larger than 5 gallons Paints and thinners shall be stored in accordance with the manufacturer s written directions and as a minimum stored off the ground under cover with sufficient ventilation to prevent the buildup of flammable vapors and at temperatures between 60 to 95 degrees F Do not store paint polyurethane varnish products with materials that have a high capacity to adsorb VOC emissions Do not store paint polyurethane varnish or wood stain products in occupied spaces SECTION 09 90 00 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Ts 7 SAFETY AND HEALTH Apply coating materials using safety methods and equipment in accordance with the following Work shall comply with applicable Federal State and local laws and regulations and with the ACCIDENT PREVENTION PLAN The Activity Hazard Analysis shall include analyses of the potential impact of painting operations on painting personnel and on others involved in and adjacent to the work zone 27 1 Safety Methods Used During Coating Application Comply with the requirements of SSPC
179. reference standards specified in AWWA C508 Valves shall have clear port opening Valves shall be spring loaded Flanges shall be Class 125 conforming to ASME B16 1 Valves shall be of one manufacturer 2132703 Vacuum Air Relief Valves Vacuum and air relief valves shall be of the size shown and shall be of a type that will release air and prevent the formation of a vacuum The valves shall automatically release air when the lines are being filled with water and shall admit air into the line when water is being withdrawn in excess of the inflow Valves shall be iron body with bronze trim and stainless steel float 2122 4 Indicator Posts UL 789 Provide for gate valves where indicated Valve Boxes Provide a valve box for each gate valve on buried pipin Valve boxes shall be of cast iron of a size suitable for the valve on which it is to be used and shall be adjustable Cast iron boxes shall have a minimum cover and wall thickness of 3 16 inch Provide a round head Cast the word WATER on the lid The least diameter of the shaft of the box shall be 5 1 4 inches Cast iron box shall have a heavy coat of bituminous paint 1 2 6 Sleeve Type Mechanical Couplings Couplings shall be designed to couple plain end piping by compression of a ring gasket at each end of the adjoining pipe sections The coupling shall consist of one middle ring flared or beveled at
180. sheeting or polyethylene coated burlap 47742 Pervious Sheeting AASHTO M 182 RU NT res Liquid Membrane Forming Compound ASTM C309 white pigmented Type 2 Class B 4 8 Liquid Chemical Sealer Hardener Compound Provide surface treatments containing certain chemicals including sodium Silicate and the fluosilicates of magnesium and zinc Provide compound that does not reduce the adhesion of resilient flooring tile paint roofing waterproofing or other material applied to concrete 4 9 Expansion Contraction Joint Filler ASTM D1751 or ASTM D1752 Material must be 1 2 inch thick unless otherwise indicated SECTION 03 30 00 Page 18 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 4 9 1 Preformed Joint Filler Strips Provide nonextruding and resilient bituminous type filler strips conforming to ASTM D1751 4 10 Joint Sealants Use concrete penetrating sealers with a low maximum 100 grams liter less water and less exempt compounds VOC content 4 10 1 Horizontal Surfaces 3 Percent Slope Maximum ASTM D6690 or ASTM C920 Type M Class 25 Use T A O 2 Vertical Surfaces Greater Than 3 Percent Slope ASTM C920 Type M Grade NS Class 25 Use T 24 1023 Joint Sealant Compound Provide cold applied two component elastomeric polymer type compound conforming to
181. sheeting over the finished concrete nor over sheeting already placed Wet sheeting thoroughly and keep continuously wet throughout the curing period 3 10 2 4 Impervious Sheeting Wet the entire exposed surface of the concrete thoroughly with a fine spray of water and cover with impervious sheeting throughout the curing period Lay sheeting directly on the concrete surface and overlap edges 12 inches minimum Provide sheeting not less than 18 inches wider than the concrete surface to be cured Secure edges and transverse laps to form closed joints Repair torn or damaged sheeting or provide new sheeting Cover or wrap columns walls and other vertical structural elements from the top down with impervious sheeting overlap and continuously tape sheeting joints and introduce sufficient water to soak the entire surface prior to completely enclosing 3 10 3 Liquid Membrane Forming Curing Compound Seal or cover joint openings prior to application of curing compound Prevent curing compound from entering the joint Apply in accordance with the recommendations of the manufacturer immediately after any water sheen which may develop after finishing has disappeared from the concrete surface Provide and maintain compound on the concrete surface throughout the curing period Do not use this method of curing where the use of Figure 2 1 5 in ACI MCP 2 indicates that hot weather conditions cause an evaporation rate exceeding 0 2 pound
182. specified has been made for the convenience of the Contractor and covers in general the necessary hardware for doors but all other doors shown on the Drawings and not covered by the general characterization shall be fitted with appropriate hardware of the same standards as the hardware described throughout these specifications Contractor shall furnish hardware schedule as specified PART 2 PRODUCTS GI 2T TEMPLATE HARDWARI Provide hardware to be applied to metal manufactured to template Promptly SECTION 08 71 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J furnish template information or templates to door and frame manufacturers Conform to ANSI BHMA A156 7 for template hinges Coordinate hardware items to prevent interference with other hardware 22 HARDWARE ITEMS Clearly and permanently mark with the manufacturer s name or trademark hinges locks bolts and closers where the identifying mark will be visible after the item is installed For closers with covers the name or trademark may be beneath the cover vate Hinges ANSI BHMA A156 1 4 1 2 by 4 1 2 inch unless otherwise indicated Construct loose pin hinges for exterior doors and reverse bevel interior doors so that pins will be nonremovable when door is closed Other antifriction bearing hinges may be provided in l
183. steel conforming to ASTM A216 A216M Grade WCB internally plated with nickel or internally electrodeless nickel plated 25 Swing Type Check Valve Valve shall be the full opening tilting disc non slam swing type that conforms to API Spec 6D Discs and seating rings shall be renewable without removing from the line The disc shall be guided and controlled to contact the entire seating surface SECTION 33 52 10 Page 16 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 552 Wafer Type Check Valve Valve shall be the dual plate double flanged wafer type that conforms to API Std 594 Wafer type check valves may be provided in lieu of swing check valves in piping sizes larger than 4 inches Valve disc shall be constructed of ASTM A351 A351M Grade CF8M stainless steel Valve spring hinge pin stop pin and radial thrust bearing materials shall be constructed of Type 316 stainless steel Q5 9 Ball Valve Valve shall be the non lubricated double seated ball type that conforms to API Spec 6D Valve shall operate from fully open to fully closed with 90 degree rotation of the ball Valve shall be capable of 2 way shutoff Valve ball shall be constructed of stainless steel For valves 2 inches and larger provide full bore type Valves smaller than 2 inches shall have one piece bodies and shall have a minimum bore not
184. steel or nonferrous metal fasteners that are exposed to weather Provide fasteners of type necessary to accomplish a permanent installation 2 4 FINISHES ANSI BHMA A156 18 Provide hardware in 630 finish satin stainless steel unless specified otherwise Provide items not manufactured in stainless steel in BHMA 626 finish satin chromium plated over brass or bronze except aluminum paint finish for surface door closers Provide hinges for exterior doors in stainless steel with BHMA 630 finish PART 3 EXECUTION 3 1 INSTALLATION Install hardware in accordance with manufacturers printed installation instructions Provide machine screws set in expansion shields for fastening hardware to masonry surfaces Provide through bolts where necessary for satisfactory installation 3 T 1 Threshold Installation Extend thresholds the full width of the opening and notch end for jamb stops Set thresholds in a full bed of sealant and anchor to floor with cadmium plated countersunk steel screws in expansion sleeves SECTION 08 71 00 Page 5 NAS CSS F 3 2 HARI NSA 03 RE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J DWARE LOCATIONS SDI DOOR A250 8 unless indicated or specified otherwise 3 3 HARI Set 1 DWARE SETS 3
185. tank monitoring system to retrofit the existing water storage tank as indica conduit cabli and capacity i ted the drawings 7 junction boxes and n the existing water reservoir tank tank with a 30 Aquastore 210 000 gallon bolted steel high The contractor shall confirm all final The tank shall be provided with piping all accessories to monitor the level The existing tank is an diameter and is 34 dimensions and capacities Any modifications coordinated wi NEMA AX Provide a pressure transducer to indicate the level A minimum of 70 000 gallo tank ns of water must be kept in or attachments to the tank shall be approved and th the tank manufacturer and boxes shall be sealed and weather proofed All exterior exposed conduit Electrical Boxes shall be capacity of the the tank at all times for fire protection purposes and shall maintain a minimum height of 9 above the bottom of the tank the fire pump The water tank to maintain positive suctio n pressure on level monitoring and alarm panel shall send a signal to the fire alarm panel drop to below 70 000 gallons or above the finished floor of the should the usable capacity the level in the tank drop tank of the tank to below 9 Locate the water tank level alarm panel in the fire pump house and provide required electrical connections to the panel The fire al
186. the allowable tolerances of ACI MCP 4 Exposed surfaces must be uniform in appearance and finished to a smooth form finish unless otherwise specified 3 8 2 Not Against Forms Top of Walls Surfaces not otherwise specified must be finished with wood floats to even surfaces Finish must match adjacent finishes 34 943 Formed Surfaces 3 8 3 1 Tolerances ACI MCP 1 and as indicated 3 8 3 2 As Cast Rough Form Provide for surfaces not exposed to public view Patch these holes and defects and level abrupt irregularities Remove or rub off fins and other projections exceeding 0 25 inch in height SECTION 03 30 00 Page 34 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 349 353 Standard Smooth Finish Finish must be as cast concrete surface as obtained with form facing material for standard smooth finish Repair and patch defective areas as specified and all fins and remove other projections on surface 9 FLOOR SLAB AND MISCELLANEOUS CONSTRUCTION ACI MCP 2 unless otherwise specified Slope floors uniformly to drains where drains are provided Where straightedge measurements are specified Contractor must provide straightedge 9 1 Finish Place consolidate and immediately strike off concrete to obtain proper contour grade and elevation before bleedwater appears Permit concrete to
187. the Contracting Officer Test cores after moisture conditioning in accordance with ASTM C42 C42M if concrete they represent is more than superficially wet under service Air dry cores 60 to 80 degrees F with relative humidity less than 60 percent for 7 days before test and test dry if concrete they represent is dry under service conditions Strength of cores from each member or area are considered satisfactory if their average is equal to or greater than 85 percent of the 28 day design compressive strength of the class of concrete Core specimens will be taken and tested by the Government If the results of core boring tests indicate that the concrete as placed does not conform to the drawings and specification the cost of such tests and restoration required must be borne by the Contractor Fill core holes solid with patching mortar and finished to match adjacent concrete surfaces Correct concrete work that is found inadequate by core tests in a manner approved by the Contracting Officer 3 12 JOINTS 3412 T Construction Joints Make and locate joints not indicated so as not to impair strength and appearance of the structure as approved Locate construction joints as follows a In slabs on ground so as to divide slab into areas not in excess of 1 200 square feet Provide keyways at least 1 1 2 inches deep in construction joints in walls and slabs and between walls and footings approved bulkheads
188. threads shall be provided with one coat of zinc molybdate primer applied to a minimum of dry film thickness of 1 mil 3 543 Pipe Hangers and Supports Additional hangers and supports shall be provided for concentrated loads in aboveground piping 345 93 1 Piping shall be supported at each floor 345 3 2 Vertical Piping Horizontal Piping such as for valves and risers at not more than 10 foot intervals Horizontal piping supports shall be spaced as follows MAXIMUM SPACING FEET Nominal 1 and 1 25 1 5 2 2 5 3 2 5 4 5 6 Under Size inches Copper 6 7 8 Tube Steel 7 8 9 10 11 12 13 14 16 17 3 5 4 Underground Piping Joints shall riser shall above the floor nuts shall be thorough lbow where pipe turns up towards floor be restrained with steel rods from the elbow to the flange After installation in accordance with NFPA 24 Installation of underground piping and fittings shall conform to NFPA 24 be anchored in accordance with NFPA 24 shall be provided at el Concrete thrust block and the pipe rods and ly cleaned and coated with asphalt or other corrosion retard material approved by the Contracting Officer Minimum depth of cover shall be 3 feet 3949 Grooved Mechanical Joint Grooves shall be prepared according to the coupling manufacturer s instructions products of Grooved fittings the s
189. tightened to the required torque Nuts shall be hexagon type conforming to ASME B18 2 2 Washers shall meet the requirements of ASTM F436 Flat circular washers shall be provided under all bolt heads and nuts 5 2 Pipe Hangers Hangers shall be listed in UL Fire Prot Dir or FM APP GUIDE and of the type suitable for the application construction and pipe type and sized to be supported 25 3 Valves Dia deck Control Valve and Gate Valve Manually operated sprinkler control valve and gate valve shall be outside stem and yoke OS amp Y type and shall be listed in UL Bld Mat Dir or FM APP GUIDE 5 32 Check Valve Check valve 2 inches and larger shall be listed in UL Bld Mat Dir or FM APP GUIDE Check valves 4 inches and larger shall be of the swing type with flanged cast iron body and flanged inspection plate shall have a clear waterway and shall meet the requirements of MSS SP 71 for Type 3 or 4 6 ALARM CHECK VALVE ASSEMBLY Assembly shall include an alarm check valve standard trim piping pressure gauges bypass retarding chamber testing valves main drain and other components as required for a fully operational system x WATERFLOW ALARM Electrically operated exterior mounted waterflow alarm bell shall be provided and installed in accordance with NFPA 13 Waterflow alarm bell shall be rated 24 VDC and shall be
190. to a Rigid Cellular Polyisocyanurate Foam ASTM C591 Type I or II foamed in place or in board form with oxygen index of not less than 22 percent when tested in accordance with ASTM D2863 or b Rigid Polystyrene Foam Board ASTM C578 Type I or II or SECTION 08 11 13 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 Mineral board ASTM C612 Type I I 4 STANDARD STEEL FRAMES SDI DOOR A250 8 Level 2 except as otherwise specified Form frames to Sizes and shapes indicated with welded corners unless otherwise indicated Welded Frames Continuously weld frame faces at corner joints Mechanically interlock or continuously weld stops and rabbets Grind welds smooth Weld frames in accordance with the recommended practice of the Structural Welding Code Sections 1 through 6 AWS D1 1 D1 1M and in accordance with the practice specified by the producer of the metal being welded 422 Stops Form stops and beads from 20 gage steel Space fasteners approximately 12 to 16 inch on center Miter molded shapes at corners Butt or miter square or rectangular beads at corners 4 3 Anchors Provide anchors to secure the frame to adjoining construction Provide steel anchors zinc coated or painted with rust inhibitive paint not light
191. to building structure concrete and masonry by cast in concrete inserts built in anchors or masonry anchor devices Apply inserts and anchors with a safety factor not less than 5 Do not attach supports to metal decking Construct masonry anchors for overhead applications of ferrous materials only Structural steel brackets required to support piping headers and equipment but not shown shall be provided under this section 23 FIELD QUALITY CONTROLS 254 Tests Furnish labor materials equipment electricity repairs and retesting necessary for any of the tests required herein Perform piping test in accordance with the applicable requirements of ASME B31 3 except as modified herein To facilitate the tests various sections of the piping system may be isolated and tested separately Where piping sections terminate at flanged valve points close the line by means of blind flanges in lieu of relying on the valve Provide tapped flanges to allow a direct connection between the piping and the air compressor and or pressurizing pump Use tapped flanges for gauge connections Taps in the permanent line will not be permitted Gauges will be subject to testing and approval Provide provisions to prevent displacement of the piping during testing Keep personnel clear of the piping during pneumatic testing Only authorized personnel shall be permitted in the area during pneumatic and hydrostatic testing Isolate equipment such a
192. to placing concrete Concrete placement must not damage vapor retarder Reinforcement Supports Place reinforcement and secure with galvanized or non corrodible chairs spacers or metal hangers For supporting reinforcement on the ground use concrete or other non corrodible material having a compressive strength equal to or greater than the concrete being placed Deed Cover ACI MCP 2 for minimum coverage unless otherwise indicated 15 5 Setting Miscellaneous Material Place and secure anchors and bolts pipe sleeves conduits and other such items in position before concrete placement Plumb anchor bolts and check location and elevation Temporarily fill voids in sleeves with readily removable material to prevent the entry of concrete 25 6 Construction Joints Locate joints to least impair strength Continue reinforcement across joints unless otherwise indicated woes Expansion Joints and Contraction Joints Provide expansion joint at edges of interior floor slabs on grade abutting vertical surfaces and as indicated Make expansion joints 1 2 inch wide unless indicated otherwise Fill expansion joints not exposed to weather with preformed joint filler material Completely fill joints exposed to weather with joint filler material and joint sealant Do not extend reinforcement or other embedded metal items bonded to the concrete through any expansion joint unless an expansion sleeve is used Provide contraction
193. to run for 30 minutes prior to automatic shutdown Controller shall be equipped with two battery chargers two ammeters two voltmeters one for each set of batteries Controller shall automatically alternate the battery sets for starting the pumps Controller shall be equipped with the following supervisory alarm functions a Engine Trouble individually monitored 1 Engine overspeed 2 Low Oil Pressure 3 High Water Temperature 4 Engine Failure to Start 5 Battery 6 Battery Charger AC Power Failure b Main Switch Mis set c Pump Running SECTION 21 30 00 Page 17 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 10 PRESSURE SENSING LINE d Pump Room Trouble individually monitored 1 Low Fuel 2 Low Pump Room Temperature 3 Low Reservoir Level Alarms shall be individually displayed in front of panel by lighting of visual lamps except that individual lamps are not required for pump running and main switch mis set Controller shall be equipped with a 7 day electric pressure recorder with 24 hour back up mounted inside the controller The pressure recorder shall provide a readout of the system pressure from 0 to 300 psi time and date controller shall equipped with an audible alarm which will activate upon any engine trouble or pump room trouble alarm condition and alarm si
194. trademark of the Cast Iron Soil to the following Institute Joints and gasket materials shall conform a Coupling for Cast Iron Pipe for hub and spigot type ASTM A74 AWWA C606 For hubless type CISPI 310 b Coupling for Steel Pipe c Flange Gaskets Gaskets accordance with ASME B16 AWWA C606 shall be made of non asbestos material in 21 Gaskets shall be flat 1 16 inch thick and contain Aramid fibers bonded with Styrene Butadiene Rubber SBR or Nitro Butadiene Rubber NBR Gaskets shall be the full face or self centering flat ring type be bonded with NBR Gaskets used for hydrocarbon service shall d Brazing Material Brazing material shall conform to AWS A5 8 A5 8M BCuP 5 e Brazing Flux Flux shall be in paste or liquid form appropriate for use with brazing material Flux shall be as follows lead free have a 100 percent flushable residue contain slightly acidic reagents contain potassium borides and contain fluorides Solder Material Solder g Solder Flux Flux shall ASTM B813 Standard Test metal shall conform to ASTM B32 be liquid form non corrosive and conform to Is h PTFE Tape PTFE Tape for use with Threaded Metal or Plastic Pipe i Rubber Gaskets for Cast Iron Soil Pipe and Fittings hub and spigot type and hubless type ASTM C564 j Rubber Gaskets for Grooved Pipe ASTM
195. tying in with the roofing so that the combined installation is leak proof 5 CLEANING In areas where finished surface are soiled by the Contractor s operations consult manufacturer of surfaces for cleaning advice and conform to manufacturer s cleaning recommendations Repair or replace defaced or disfigured finishes 3 6 PROTECTION Protect building surfaces against damage from the roofing work Where traffic must continue over finished roof membrane protect surfaces 3 ROOFING INFORMATION CARD ROOFING INFORMATION CARD FACILITY Building Name Bldg No Job No ROOF Type of Roof System Type of Deck MEMBRANE Type of Membrane No of Plies APPLICATON Method of Application nailed heat applied self adhered etc INSULATION Type of Insulation Thickness Cover Board Thickness INSTALLER Roofing Contractor Company Contact person Contact No MANUFACTURER Company Representative SECTION 07 52 25 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 20000810 Contact No COMPLETION DATE DATE INSTALLER S WARRANTY EXPIRES DATE MANUFACTURER S WARRANTY EXPIRES Warranty Reference No Warranty Co
196. with PPFA Fire Man The plumbing system shall be installed complete with necessary fixtures fittings traps valves and accessories Water and drainage piping shall be extended 5 feet outside the building unless otherwise indicated ball valve and drain shall be installed on the water service line inside the building approximately 6 inches above the floor from point of entry Piping shall be connected to the exterior service lines or capped or plugged if the exterior service is not in place Sewer and water pipes shall be laid in separate trenches except when otherwise shown Exterior underground utilities shall be at least 12 inches below the finish grade or as indicated on the drawings If trenches are closed or the pipes are otherwise covered before being connected to the service lines the location of the end of each plumbing utility shall be marked with a stake or other acceptable means Valves shall be installed with control no lower than the valve body 321 Water Pipe Fittings and Connections 330 ed Utilities The piping shall be extended to fixtures outlets and equipment The hot water and cold water piping system shall be arranged and installed to permit draining The supply line to each item of equipment or fixture except faucets flush valves or other control valves which are supplied with integral stops shall be equipped with a shutoff val
197. 0 04 3 1 2 Assembly Mounted on Outlet Box A supporting assembly that is intended to be mounted on an outlet box shall be designed to accommodate mounting features on 4 inch boxes plaster rings and fixture studs End of Section SECTION 26 05 48 00 10 Page 4 NAS CSS PART 1 PART 2 P amp tO OO PPP U1 O1 24 3 T 2423 2 np 1 BwNUPPS GENERAL REFERENCES DEFINITIONS SUBMITTALS NG 9 SECT ON TABLE DIVIS ON 26 EL SECT OF CONTENTS ECTR CAL INTERIOR D STR ON 26 20 00 BUTION SYSTEM QUALITY ASSURANCE id Fuses 22 Regulatory Requirements 59 Standard Products Alternative Qualifications Material and Equipment Manufacturing WARRANTY SEIS PRODUCTS MATERIALS AND EQUI CONDUIT AND FI C REQUIREMENTS TINGS Rigid Metall Rigid Electrical Flexible Metal Liquid Tight Flex ic Conduit Threaded Zinc Coated Steel Conduit Rigid Nonmetallic Intermediate Metal Conduit IMC Zin
198. 0 20 Page 1 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI PART 2 PRODUCTS PART 3 EXECUTION WR PREPARATION sT Protection Notification C29 C C C C C C0 C0 ES 1 22 23 4 2D 6 mal 8 ERECTION ead Control Area Requirements ead Control Area Furnishings Heating Ventilating and Air Conditioning HVAC Decontamination Shower Facility Eye Wash Station echanical Ventilation System Personnel Protection CATION gt 32 Work 2 Paint with Lead or Material Containing Lead Removal NSA 03 RJ000081J Systems Paint with Lead or Material Containing Lead Indoor Removal WWW w 29 202 Removal Ww 99 Paint with Lead or Material Containing Lead Outdoor Personnel Exiting Procedures gt ELD QUALITY CONTROL Tests Air and Wipe Sampling 1 2 1 3 C29 CO Sampling After Removal Testing of Material Containing Lead Residue LEANING AND DISPOSAL Cleanup gt 2 AONOPrPAF ARR WW Ww w N Clearance Certification Disposal Disposal Documentation Payment for Hazardous Waste End of Section Table of Contents SECTION 02 83 13 00 20 Page 2 NSA 03
199. 0081J 5 55 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU SECTION 07 22 00 ROOF AND DECK INSULATION NSA 03 RJ000081J PART 1 GENERAL 1 553 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only ASTM INTERNATIONAL ASTM ASTM C1289 2011a Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board ASTM C208 2008 Cellulosic Fiber Insulating Board ASTM C552 2007 Standard Specification for Cellular Glass Thermal Insulation ASTM E84 2012 Standard Test Method for Surface Burning Characteristics of Building Materials FM GLOBAL FM FM APP GUIDE updated on line Approval Guide http www approvalguide com FM P9513 2002 Specialist Data Book Set for Roofing Contractors contains 1 22 2001 1 28 2002 1 29 2002 1 28R 1 29R 1998 1 30 2000 1 31 2000 1 32 2000 1 33 2000 1 34 2001 1 49 2000 1 52 2000 1 54 2001 UNDERWRITERS LABORATORIES UL UL Bld Mat Dir 2012 Building Materials Directory UL 1897 2000 Insulation Adhesive for Roofing Systems 1 2 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a de
200. 03 Product Data Lighting Fixtures in Buildings Equipment Requirements 02 Shop Drawings anelboards 26 05 48 00 10 5 6 2000 m wild gt j e N n ER EUER RR RR ERR RR m n o p p pe 0h s ue _ pee zm Ep lu o o S S S T S S pup emi NEED ERES pui duc S S E E gn ops D DE L S ery a pp S S Eq 2712 SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 11 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt amm e SCHEDULE DATES ACTION T C T R L A S R 5 5 C C M S P A T T E R E T C A C N N A R L 5 T E C C E DESCRIPTION APPROVAL MATERIAL DATE DATE N D OF D OF T ITEM SUBMITTED H N R SUBMIT E ACTION E ACTION b d e f h i I m n o 262000 Marigsrps 3161 je
201. 1 2009 ANSI BHMA A156 22 2005 ANSI BHMA A156 4 2008 ANSI BHMA A156 7 2003 R 2009 STEEL DOOR INSTITUTE SDI DOOR SDI DOOR A250 8 2003 R2008 for Standard Steel 2 SUBMITTALS ERS ASSOCIATION Door Gasketing and Door Controls BHMA Butts and Hinges Auxiliary Hardware Materials and Finishes Thresholds Template Hinge Closers Mortise Locks amp Latches Series 1000 Edge Seal Systems Dimensions Recommended Specifications Doors and Frames Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Hardware schedule SD 03 Product Data Hardware items SD 08 Manufacturer s Installation Instructions SECT ON 08 71 00 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J HARDWARE SCHEDULE Prepare and submit hardware schedule in the following form Hardware Quantity Size Reference Finish Mfr Key UL BHMA Item Publi Name Control Mark Finish cation and Symbols If Desig Type No Catalog fire nation No rated and listed
202. 1 EXTERIOR SIGNAGE DIVISION 13 SPECIAL CONSTRUCTION 13 48 00 00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT DIVISION 21 FIRE SUPPRESSION 21 13 13 00 10 WET PIPE SPRINKLER SYSTEM FIRE PROTECTION 21 30 00 FIRE PUMPS PROJECT TA BLE OF CONTI ENTS Page 1 NSA 03 RJ000081J 5 55 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU DIVISION 22 PLUMBING 22 00 00 PLUMBING GENERAL PURPOSE DIVISION 26 ELECTRICAL 26 05 48 00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT 26 20 00 NTERIOR DISTRIBUTION SYSTEM DIVISION 28 ELECTRONIC SAFETY AND SECURITY 28 31 64 00 10 FIRE DETECTION AND ALARM SYSTEM ADDRESSABLE DIVISION 31 EARTHWORK 31 11 00 CLEARING AND GRUBBING 31 23 00 00 20 EXCAVATION AND FILL DIVISION 33 UTILITIES 33 11 00 WATER DISTRIBUTION 33 52 10 SERVICE PIPING FUEL SYSTEMS 33 70 02 00 10 ELECTRICAL DISTRIBUTION SYSTEM UNDERGROUND End of Project 7 rable of Contents PROJ ECT TA BL OF CONT ENTS Page 2 NSA 03 RJ000081J NAS CSS PART 1 End of Section Table of Contents ENT BU SECTION TA OF CONTENTS PROCURI D CONTRACT DOCUMI DO
203. 1 GENERAL REFERENCES 2 SYSTEM DESCRIPTION 12427 Design Requirements 2 1 1 Unit Strength Method 2x12 Seismic Requirement Masonry Strength 222 Additional Requirements L 3 SUBMITTALS 1 4 QUALITY ASSURANCE Jb asonry Inspector Qualifications 1 4 2 Detail Drawings 5 DELIVERY STORAGE AND HANDLING Ds Masonry Units 15 552 Reinforcement Anchors and Ties 1 5 3 Cementitious Materials Sand and Aggregates 1 6 PROJECT SITE CONDITIONS 1 6 1 Hot Weather Installation PART 2 PRODUCTS 2l GENERAL REQUIREMENTS 2 2 CONCRETE MASONRY UNITS CMU 2 2 1 Kinds and Shapes 2 3 MORTAR FOR STRUCTURAL MASONRY 2 4 MASONRY MORTAR 2 4 1 Hydrated Lime and Alternates 2 4 2 Cement 25024529 Sand and Water 2725 GROUT AND READY MIXED GROUT 2 6 ANCHORS TIES AND BAR POSITIONERS 2 6 1 Wire Mesh Ties 2 6 2 Wall Ties 2 563 Bar Positioners JOINT REINFORCEMENT 2 8 REINFORCING STEEL BARS AND RODS 2 9 CONTROL JOINT KEYS PART 3 EXECUTION 3 1 PREPARATION 32241 Stains 32 Loads Sided Surfaces 3 502 LAYING MASONRY UNITS SECTION 04 20 00 Page 1 NSA 03 RJ000081J 5 55 9 9 9 End of Section Table of C C C C CO WWW CO N Ww C9 CO CO CO CO Ww e OW OY OY 22 PUMP REPLACEMENT Ox N SEU sid MORTAR MIX
204. 2 hours Final curing must immediately follow initial curing and before concrete has dried Continue final curing until cumulative number of hours or fraction thereof not necessarily consecutive during which temperature of air in contact with the concrete is above 50 degrees F has totaled 168 hours Alternatively if tests are made of cylinders kept adjacent to the structure and cured by the same methods final curing may be terminated when the average compressive strength has reached 70 percent of the 28 day design compressive strength Prevent rapid drying at end of final curing period 3 10 2 Moist Curing Remove water without erosion or damage to the structure Prevent water run off 3 00 2 Ponding or Immersion Continually immerse the concrete throughout the curing period SECTION 03 30 00 Page 36 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 10 2 2 Fog Spraying or Sprinkling Apply water uniformly and continuously throughout the curing period For temperatures between 40 and 50 degrees F increase the curing period by 50 percent 3 10 2 3 Pervious Sheeting Completely cover surface and edges of the concrete with two thicknesses of wet sheeting Overlap sheeting 6 inches over adjacent sheeting Provide sheeting that is at least as long as the width of the surface to be cured During application do not drag the
205. 22 2 Valves Other Water Main Accessories 2 01021 Gate Valves on Buried Piping AWWA C509 Unless otherwise specified valves conforming to 1 AWWA C509 shall be nonrising stem type with mechanical joint ends or resilient seated gate valves 3 to 12 inches in size inside screw type with operating nut double disc or split wedge type gate designed for a hydraulic working pressure of 150 psi Valves shall open by counterclockwise rotation of the valve stem Stuffing boxes shall have O ring stem seals except for those valves for which gearing is specified in which case use conventional packing in place of O ring seal Stuffing boxes shall be bolted and constructed so as to permit easy removal of parts for repair Valve ends and gaskets for connection to cement piping or to Sleeve type mechanical coupling shall conform to the applicable requirements specified respectively for the joint or coupling 2 T42 2 Check Valves Swing check type AWWA C508 or UL 312 Valves conforming to 1 AWWA C508 shall have iron or steel body and cover and flanged ends and 2 UL 312 shall have cast iron or steel body and cover flanged ends and designed for a working pressure of 150 psi Materials for UL 312 valves shall SECTION 33 11 00 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J conform to the
206. 29 4 Contractor s Surety The Contractor s Surety shall not be liable damages 2 years after the Project Acceptance Date PART 2 PRODUCTS d MATERIALS ist Heat Weldable Thermoplastic Polyolefin TPO Membrane 1 Composition and Material Fused thermoplastic fiber reinforced olefin membrane plasticizer free ethylene propylene rubber EPR Two layers of TPO are fused with an inner layer of fiber reinforcement during the manufacturing process 2 Color White 3 Size Factory fabricated rolls 75 inches wide by 100 feet long 60 mils thick 4 Weight 60 mil membrane 32 psf 5 Physical Properties a Thickness ASTM D751 0 060 inch minimum SECTION 07 52 25 Page 8 NAS CSS FIR 2 172 NSA 03 E PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Breaking Strength ASTM D751 290 plf c Elongation Ultimate ASTM D412 700 minimum d Tearing Strength ASTM D2137 150 plf minimum e Brittleness Point ASTM D2137 400F maximum f Ozone Resistance no cracks ASTM D1149 Pass Water Absorption ASTM D570 0 05 maximum Energy Performance Provide roofing system with Solar Reflectance Index SRI not less than 78 for roof with slopes of 2 12 or less and covering at least 75 of the roof surfaces 2 1 3 Membran Adhesives One or two com
207. 3 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J to give at least one day 24 hours minimum advance notice of the starting of roofing operations d application of roofing shall be as specified or as shown in the plans e Absolutely no roofing shall be applied before the deck and the work in connection therewith have met the following conditions 125 1 Adjoining work such as metal edge flashings and sheet metal work shall either be in place ready for the Roofer to work in or shall be available for installation by others as applicable This work shall be oordinated so that the total roofing system will be watertight Phased construction roofing purposely interrupted for a period to permit other work and trafficking over the membrane shall not be permitted 1 At the end of the day s work all incomplete roofing shall be protected using a water cut off 2 Water cut off shall be removed before continuing installation of the roofing system Protection Board Installation 1 Install protection board with adhesive in accordance with system manufacturer s instructions 2 Vertically stagger the joints of the protection board and offset from joints in the insulation by minimum of 6 inches 3 Butt the protection board together with inch maximum space between adjoining boards Fit protection boards around
208. 4 223 Portland Cement Provide cement that conforms to ASTM C150 C150M Type I IA II or A Use one brand and type of cement for formed concrete having exposed to view finished surfaces 2 4 2 Water Minimize the amount of water in the mix The amount of water must not exceed 45 percent by weight of cementitious materials cement plus pozzolans and in general improve workability by adjusting the grading rather than by adding water Water must be fresh clean and potable free from injurious amounts of oils acids alkalis salts organic materials or other substances deleterious to concrete 2 4 3 Aggregates ASR mitigation is not required for this project The Contractor shall fund both short term ASTM C1260 and long term ASTM C1293 testing required for this contract The concrete supplier shall not be responsible to fund for these tests No previous test data will be accepted Test each aggregate 3C 3F pea gravel and sand used in the concrete mix design Include both 14 day and 28 day readings for ASTM C1260 test For ASTM C1293 report readings at 28 and 56 days and on a quarterly basis for 1 year Provide specific gravity and absorption tests for each aggregate Provide a copy of both short term and long term testing to the Honolulu District SECTION 03 30 00 Page 17 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J
209. 4 or F304L forged type 2 231 3 Aluminum Aluminum flanges shall conform to ASTM B247 Alloy 6061 T6 2 22 Flange Gaskets 1 Provide flange gaskets that are ASME 16 21 raised face type unless otherwise indicated Gaskets shall be solating 1 8 inch thick and that conform to constructed of Buna N 2 243 Flange Gaskets Electrically Isolating Flange gaskets shall conform to ASTM D229 and shall provide an electrical insulating material of 1000 ohms minimum resistance Provide gasket material that is chemically compatible with the fuel to be handled Provide gaskets that are the full face type Provide flanges that have a full surface 0 03 inch thick 242 4 Flange Protectors spiral wound mylar insulating sleeves between the bolts and the holes in the flanges Bolts may have reduced shanks of a diameter not less than the diameter at the root of the threads Provide high strength 1 8 inch thick phenolic insulating washers next to the flanges with flat circular stainless steel washers over the insulating washers and under bolt heads and nuts Provide bolts long enough to compensate for the insulating gaskets and stainless steel washers Protectors shall protect the bolts studs nuts and gaskets of a flanged end connection from corrosion or damage due to exposure to the environment Protectors shall be weather and ultraviolet UV resistant Protectors shall allow for
210. 5 Conduit Installed Under Floor Slabs Conduit run under floor slab shall be located a minimum of 12 inches below the vapor barrier Seal around conduits at penetrations thru vapor barrier 3 1 3 6 Conduit Through Floor Slabs Where conduits rise through floor slabs curved portion of bends shall not be visible above finished slab Su d3 7 Stub Ups Provide conduits stubbed up through concrete floor for connection to free standing equipment with adjustable top or coupling threaded inside for plugs set flush with finished floor Extend conductors to equipment in rigid steel conduit except that flexible metal conduit may be used 6 inches above floor Where no equipment connections are made install screwdriver operated threaded flush plugs in conduit end 3 21 8528 Conduit Support Support conduit by pipe straps wall brackets hangers or ceiling trapeze Fasten by wood screws to wood by toggle bolts on hollow masonry units by concrete inserts or expansion bolts on concrete or brick and by machine screws welded threaded studs or spring tension clamps on steel work Threaded C clamps may be used on rigid steel conduit only Do not weld conduits or pipe straps to steel structures Load applied to fasteners shall not exceed one fourth proof test load Fasteners attached to concrete ceiling shall be vibration resistant and shock resistant Holes cut to depth of more than 1 1 2 inches in reinforced concrete beams or to depth o
211. 6 ADDRESSABLE MANUAL FIRE ALARM STATIONS 2 7 FIRE DETECTING DEVICES 2d A Smoke Detectors BOT 1 1 Photoelectric Detectors 2 8 NOTIFICATION APPLIANCES 25831 Alarm Horns 2 8 2 Visual Notification Appliances 2 8 3 Combination Audible Visual Notification Appliances 2 9 FIRE DETECTION AND ALARM SYSTEM PERIPHERAL EQUIPMENT 2 9T Conduit 270522 Wiring 2M Tank Water Level Monitoring System SECTION 28 31 64 00 10 Page 1 NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J PART 3 EXECUTION 34 2 EXAMINATION 332 INSTALLATION 3i Arg Power Supply for the System 32 2 Wiring 3 Detectors 3 2 4 Notification Appliances 35225 Annunciator Equipment 3 2 6 Addressable Initiating Device Circuits Module 3 3 OVERVOLTAGE AND SURGE PROTECTION Power Line Surge Protection 2 Low Voltage DC Circuits Surge Protection 322222 Signal Line Circuit Surge Protection 3 4 GROUNDING 25 TRAINING 3 26 TESTING 3 76 1 Preliminary Tests 306 22 Acceptance Test End of Section Table of Contents SECTION 28 31 64 00 10 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J I SECTION 28 31 64 00 10 FIRE DETECTION AND ALARM SYSTEM ADDRESSABLE PART 1 GENERAL 1 1 REFERENCES The publications
212. 9 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNI a Globe valve MSS SP 80 Class 125 b Check valve MSS SP 80 Class 125 swing check Ball valve Full port design copper alloy body handle 2 13 JOINTS AND FITTINGS FOR COPPER TUBE Wrought copper and bro ASME B16 22 and ASTM B75 shall conform to ASME B16 18 tube shall conform to ASME B16 26 and ASTM B62 for brazed tubing may be used for connecting tubi threaded ends of valves and equipment Extracted produced with an acceptable tool and installed as manufacturer may be used Grooved mechanical joi ng to flanges EL OAHU HI NSA 03 RJ000081J 2 position lever nze solder joint pressure fittings shall conform to Cast copper alloy solder joint pressure fittings Cast copper alloy fittings for flared copper Brass or bronze adapters and to brazed tee joints recommended by the nts and fittings shall be designed for not less than 125 psig service and shall be the product of the same manufacturer be ductile iron conforming to ASTM A536 conform to ASTM joints shall conform to AWWA C606 grooved joints shall be steel and shall conform t 14 PUMP BASE PLATE PA AND D Grooved fitting and mechanical coupling housing shal Gaskets for use in grooved joints shall be molded synthetic polymer of pressure responsive desi
213. 90 00 Page 8 5 55 FIRE PUMP REPLACEMENT T 10 Ads Tf 2241 22 poe Eas 9 SCHEDUL NG Allow paint polyurethane NG 9 NSA 03 KUNIA TUNNEL OAHU HI RJ000081J and varnish installations to cure prior to the installation of materials that adsorb VOCs COLOR SELECT ON Colors of finish coats shall be as indicated or specified Where not indicated or specified colors shall be selected by the Contracting Officer Manufacturers names and color identification are used for the purpose of color identification only Named products are acceptable for use only if they conform to specified requirements Products of other manufacturers are acceptable if the colors approximate colors indicated and the product conforms to specified requirements Tint each coat progressively darker to enable confirmation of the number of coats LOCATION AND SURFACE TYPE TO BE PAINTEI E Included ei Painting Where a space or surface is indicated unless indicated otherwise to be painted include the following a Surfaces behind portable objects and surface mounted articles readily detachable by removal of fasteners such as screws and bolts b New factory finished surfaces that require identification or color coding and factory finished surfaces that
214. A C111 A21 11 b Allowable Deflection The maximum allowable deflection shall be as given in AWWA C600 If the alignment requires deflection in excess of the above limitations special bends or a sufficient number of shorter lengths of pipe shall be furnished to provide angular deflections SECTION 33 11 00 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J within the limit set forth C Pipe Anchorage Provide metal harness for pipe anchorage as indicated Metal harness shall be in accordance with the requirements of AWWA C600 for thrust restraint using tie rods and clamps as shown in NFPA 24 except as otherwise indicated d Exterior Protection Completely encase buried ductile iron pipelines with polyethylene tube or sheet using two layers of Class A polyethylene film in accordance with AWWA C105 A21 5 341252 Installation of Valves a Installation of Valves Install gate valves AWWA C509 in accordance with the requirements of AWWA C600 for valve and fitting installation and with the recommendations of the Appendix Installation Operation and Maintenance of Gate Valves to AWWA C509 22123 Disinfection Prior to disinfection obtain Contracting Officer approval of the proposed method for disposal of waste water from disinfection procedures Disinfect new water pipin
215. AHU HI RJ000081J SECTION 08 11 13 STEEL DOORS AND FRAMES PART 1 GENERAL 1 553 REFERENCES The publications listed below form a part of this specification to the xtent referenced basic designation onl AWS ASTM ASTM ASTM ASTM ASTM ASTM D1 1 D AMI ERICAN W y ELI 1M ASTM INTERNATIONAL A653 A653M A924 A924M C578 C591 C612 D2863 DING SOCIE TY The publications are referred to in the text by the AWS 2010 Errata 2010 Code Steel Structural Welding ASTM 2011 Standard Specification for Steel Sheet Zinc Coated Galvanized or Zinc Iron Alloy Coated Galvannealed the Hot Dip Process by 2010a Standard Specification for General Requirements for Steel Sheet Metallic Coated by the Hot Dip Process 20115 Standard Specification for Rigid Cellular Polystyrene Thermal Insulation 2011 Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation 2010 Mineral Fiber Block and Board Thermal Insulation 2010 Measuring the Minimum Oxygen Concentration to Support Candle Like Combustion of Plastics Oxygen Index BU ILD ERS HARDWARE BHMA A 56 115 DI SDI STE DOOR 11 MANUFACTURERS ASSOCIATION BHMA 2006 Hardware Preparation in Steel Doors and Steel Frames
216. B247 2009 and Aluminum Alloy Die Forgings and Rolled Ring Forgings Forgings ASTM B687 1999 for Brass R 2005e1 Standard Specification for Aluminum Hand Standard Specification Copper and Chromium Plated Pipe Nipples ASTM D229 20095 ASTM D3308 2006 Rigid Sheet and Plate Materials Used for Electrical Insulation ASTM D5677 2005 R 2010 Resin Skived Tape P Fiberglass Glass Fiber Reinforced Thermosetting Resin Adhesive Bonded Joint Type Fittings Pipe and Pipe for Aviation Jet Turbine Fuel Lines ASTM F1172 1988 R 2010 Standard Specification for Fuel Oil Meters of the Volumetric Positive Displacement Type ASTM F436 2011 ASTM F844 2007a Unhardened MANUFACTURERS STANDARDIZATION SOCII Washers Hardened Steel Washers Steel Plain for General Use Flat NDUSTRY MSS MSS SP 58 2009 Materials Selection MSS SP 69 2003 Selection and Application OF THE VALVE AND FITTINGS Pipe Hangers and Supports Design and Manufacture Application and Installation Pipe Hangers and Supports ANSI Approved American National Standard NACE INTERNATIONAL NACE NACE 5 0185 2007 Extruded Polyolefin Resin Coating Systems with Soft Adhesives for Underground or Submerged Pipe ON 33 52 10 ECT Page 7 NSA 03 NAS CSS FIRE PU
217. C Conduit and Tubing NEMA WD 1 1999 R 2005 R 2010 Standard for General Color Requirements for Wiring Devices NEMA WD 6 2002 R 2008 Wiring Devices Dimensions Specifications NEMA 7535 4 2011 American National Standard for NFPA NFPA NATIONAL FIRE PROTECTION ASSOCIATION 70 70 TELECOMMUNICATIONS TIA J STD 607 UNDERWRITERS LABORATORIES 010 242 1660 20 360 44 467 486A 486B 486C SECT DUSTRY ASSOCIATION ON 26 20 00 Product Safety Signs and Labels NFPA 2011 Errata 2 2012 National Electrical Code 2012 Standard for Electrical Safety in the Workplace TIA 2002a Commercial Building Grounding Earthing and Bonding Requirements for Telecommunications UL 2005 Reprint Jul 2007 Flexible Metal Conduit Standard for 2006 Use in Hazardous Receptacle Plug Combinations for Classified Locations 2006 Reprint Jul 2007 Standard for Electrical Intermediate Metal Conduit Steel 2004 Reprint Apr 2008 Liquid Tight Flexible Nonmetallic Conduit 2010 General Use Snap Switches 2009 Reprint Jun 2009 Flexible Steel Conduit Liquid Tight 2010 Thermoset Insulated Wires and Cables 2007 Grounding and Bonding Equipment 2003 Reprint Feb 2010 Wire Connectors 2004 Reprint Feb 2010 Connectors Splicing Wire Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING
218. CUMI NSA 03 RJ000081J EL OAHU Hl ENT 00 01 00 ENT 00 01 00 REQUIREMENTS NSA 03 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA OAHU HAWAII RJOOO8IJ BIDDING SCHEDULE FIRE PUMP REPLACEMENT BUILDING 9 KUNIA OAHU HAWAII ITEM NO DESCRIPTION AMOUNT 0001 NEW CONSTRUCTION LS The fire pump building equipment and site work that is not part of the existing system 0002 REPAIR WORK LS The fire pumps associated piping and electrical work for the pumps TOTAL BID SCHEDULE NSA 03 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA OAHU HAWAII RJOOO8IJ MEASUREMENT AND PAYMENTS Compensation for all work to be performed under this contract will be made under the payment item s listed herein Prices s and payment s for the item s shall cover all work complete and finished in accordance with the specifications schedules and drawings and shall be full compensation for all work in connection therewith including quality control and cost performance and payment bond premiums as specified in the CONTRACT CLAUSES Price s and payment s shall constitute full and final compensation for furnishing all materials equipment management supervision labor transportation fuel power water and all incidental items necessary to complete the work except as otherwise specified to be furnished by the Government For the purpose of CONTRACT CLAUSE entitled PROMPT PAYMENT FOR CO
219. Content Latex coatings may be applied to damp SECTION 09 90 00 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J surfaces but not to surfaces with droplets of water not apply epoxies to damp vertical surfaces as determined by ASTM D4263 or horizontal surfaces that exceed 3 lbs of moisture per 1000 square feet in 24 hours as determined by ASTM F1869 In all cases follow manufacturers recommendations Allow surfaces to cure a minimum of 30 days before painting 3 5 APPLICATION 325 1 Coating Application Painting practices shall comply with applicable federal state and local laws enacted to insure compliance with Federal Clean Air Standards Apply coating materials in accordance with SSPC PA 1 SSPC PA 1 methods are applicable to all substrates except as modified herein At the time of application paint shall show no signs of deterioration Uniform suspension of pigments shall be maintained during application Unless otherwise specified or recommended by the paint manufacturer paint may be applied by brush roller or spray Use trigger operated spray nozzles for water hoses Rollers for applying paints and enamels shall be of a type designed for the coating to be applied and the surface to be coated Wear protective clothing and respirators when applying oil based paints or using spray equipment with any paints
220. Contracting Officer so that conflicts may be reconciled before placing concrete Anchors and embedded items must be positioned and supported with appropriate accessories Provide reinforcement that is supported and secured together to prevent displacement by construction loads or by placing of wet concrete and as follows SECTION 03 30 00 Page 29 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Provide supports for reinforcing bars that are sufficient in number and sufficiently heavy to carry the reinforcement they support and in accordance with ACI MCP 3 ACI MCP 4 and CRSI 10MSP not use supports to support runways for concrete conveying equipment and similar construction loads Equip supports on ground and similar surfaces with sand plates Support welded wire fabric as required for reinforcing bars Secure reinforcements to supports by means of tie wire Wire must be black soft iron wire not less than 16 gage With the exception of temperature reinforcement tied to main steel approximately 24 inches on center reinforcement must be accurately placed securely tied at intersections with 18 gage annealed wire and held in position during placing of concrete by spacers chairs or other approved supports Point wire tie ends away from the form Unless otherwise indicated numbers type and spacing of supports mu
221. During the ch shall be opened and closed several inc procedures lorination period and repeat th in the water at 6 hour intervals for a If at the end of a 6 hour interval less than 25 ppm flush the piping le water the above chlorination each times valve and faucet After the second 24 hour period verify that no less than 25 ppm ch ch ch lorine residual lorine residual Upon th Specified verification flushed with potable water until the residual to less than one part per million valve and faucet shall be opened and closed several times Take addition samples of water in disinfected containers at locations specified by the Contracting Officer Test these samples for total col examination fecal coliform EPA SM 9223 requirements streptococcal Disinfection shall be repeated until of coliform organisms in the samples for at least 2 full days accepted until satisfactory bacteriological SECT liform organisms and other bacteria The testing method used shall be drinking water systems and shall ch remains in the treated system The 24 hour lorination procedure must be repeated until no less than 25 ppm remains in the treated system the system including tanks shall then be orine level is reduced During the flushing period each for bacterial coliform bacteria in accordance with
222. E TYPE BE PAINTED Painting Included Exterior Painting Interior Painting 2 Painting Excluded 29 Mechanical Electrical Painting 4 Definitions and Abbreviations 4 1 Qualification Testing 24 2 Batch Quality Conformance Testing 4 3 Coating v4 4 DFT or dft VA V5 DSD 4 6 EPP 4 7 EXT 4 8 INT 4 9 micron microns 4 10 mil mils 245222 mm 4 12 MPI Gloss Levels 4 13 MPI System Number SECTION 09 90 00 Page 1 NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 11 4 14 Paint PART 2 PRODUCTS 2 1 MATERIALS PART 3 EXECUTION PROTECTION OF AREAS AND SPACES NOT TO BE PAINTED SURFACE PREPARATION PREPARATION OF METAL SURFACES wal Existing and New Ferrous Surfaces 22 Final Ferrous Surface Condition 23 Galvanized Surfaces 4 Non Ferrous Metallic Surfaces PREPARATION OF CONCRETE AND CEMENTITIOUS SURFACE 1 Concrete and Masonry APPLICATION 41 Coating Application 212 Mixing Thinning of Paints 3 Two Component Systems 4 Coating Systems COATING SYSTEMS FOR METAL COATING SYSTEMS FOR CONCRETE AND CEMENTITIOUS SUBSTRATE INSPECTION AND ACCEPTANCE PAINT TABLES 9 1 EXTERIOR PAINT TABLES 292 INTERIOR PAINT TABLES 9 WWW w gt ou I WWW CO
223. E o DATE N P ow F D ITEM SUBMITTED H N R SUBMIT ACTION E ACTION 35210 Hangers and Supports 03 Product Data 4 OQ O 9 nN Exterior Coating Holiday Test 3 3 1 1 b f h i o Ooo T S f T f T ps arbon Steel Pipe meli E 5 Stainless Steel Pipe 2 3 2 111 Fiberglass Reinforced Plastic 2299 0 111 FRP Pipe o y O T ee 234 j System PressureGauge nc T T FledbleBallJont E dp Bellows Expansion Joint 2 412 haa 1 iz zimmer Swing Type Check Valve 251_ Oo T T hel Wafer Type Check Valve 252 0 Oo T T Zz Bal Vave lss x RET Plug Valve PTFE Sleeved 255 0 i xu Tapered Type Oo T T Plug Valve Double Block and 256 Oo T T Bleed Typ aa pes Disi Globe Vave 254 regi i Tu Pressure Relief Vave 257 Oo T T PressureVacuum Relief Vave 258 0 Oo T T E
224. ED TO CONTR REMARKS 0 PAGE 4 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt CONTRACTOR SCHEDULE DATES CONTRACTOR APPROVING AUTHORITY gt o a 2 R A N S M T T A L 2Z20 HA0 gt DESCRIPTION APPROVAL MATERIAL DATE DATE 2 lt gt DO lt L A 5 5 T gt gt gt F ACTION ITEM SUBMITTED SUBMIT 6 10 00 7 22 00 Insulation a fo N Oo gen c d CD N Jo CD RE D 07 Certificates D 08 Manufacturer s Instructions CD CD A 75225 1 Polyolefin TPO Membrane Heat Weldable Thermoplastic 2 1 Heat Weldable Thermoplastic 2 1 bs N pare CD CD CD 1 0 pe s _ pee zm Ep lu o o S S S T S S pup emi NEED ERES pui duc S S E E gn ops D DE L S ery
225. ELIVERY STORAGE AND HANDLING Materials shall be delivered stored handled and protected to avoid chipping breakage and contact with soil or contaminating material Store and prepare materials in already disturbed areas to minimize project site disturbance and size of project site 5 Masonry Units Cover and protect moisture controlled concrete masonry units and cementitious materials from precipitation Conform to all handling and storage requirements of ASTM C90 Mark prefabricated lintels on top sides to show either the lintel schedule number or the number and size of top and SECTION 04 20 00 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J bottom bars 5 2 Reinforcement Anchors Ties Steel reinforcing bars coated anchors ties and joint reinforcement shall be stored above the ground Steel reinforcing bars and uncoated ties shall be free of loose mill scale and rust 2543 Cementitious Materials Sand and Aggregates Cementitious and other packaged materials shall be delivered in unopened containers plainly marked and labeled with manufacturers names and brands Cementitious material shall be stored in dry weathertight enclosures or be completely covered Cement shall be handled in a manner that will prevent the inclusion of foreign materials and damage by water or dam
226. ENTS UL 486A 486B for wire connectors and UL 510 for insulating tapes Connectors for No 10 AWG and smaller diameter wires shall be insulated pressure type in accordance with UL 486A 486B or UL 486C twist on splicing connector Provide solderless terminal lugs on stranded conductors DEVICE PLATES Provide UL listed one piece device plates for outlets to suit the devices installed For metal outlet boxes plates on unfinished walls shall be of zinc coated sheet steel or cast metal having round or beveled edges For nonmetallic boxes and fittings other suitable plates may be provided Plates on finished walls shall be satin finish stainless steel or brushed finish aluminum minimum 0 03 inch thick Screws shall be machine type with countersunk heads in color to match finish of plate Sectional type device plates will not be permitted Plates installed in wet locations shall be gasketed and UL listed for wet locations 8 SWITCHES 8 1 Toggle Switches NEMA WD 1 UL 20 single pole and three way totally enclosed with bodies of thermoplastic or thermoset plastic and mounting strap with grounding screw Handles shall be brown thermoplastic Wiring terminals shall be screw type side wired or of the solderless pressure type having suitable conductor release arrangement Contacts shall be silver cadmium and contact arm shall be one piece copper alloy Sw
227. EPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J of sheet metal before soldering is begun 1 6 1 Edges Scrape or wire brush the edges of lead coated material to be soldered to produce a bright surface Flux brush the seams in before soldering Treat with soldering acid flux the edges of stainless steel to be pretinned Seal the joints in aluminum sheets of 0 040 inch or less in thickness with specified sealants Do not solder aluminum 1 7 Protection from Contact with Dissimilar Materials seo Metal Surfaces Paint surfaces in contact with mortar concrete or other masonry materials with alkali resistant coatings such as heavy bodied bituminous paint Pa ray Wood or Other Absorptive Materials Paint surfaces that may become repeatedly wet and in contact with metal with two coats of aluminum paint or a coat of heavy bodied bituminous paint 1 8 Expansion and Contraction Provide expansion and contraction joints at not more than 40 foot intervals for other metals Provide an additional joint where the distance between the last expansion joint and the end of the continuous run is more than half the required interval Space joints evenly 21 9 Roof Edge Flashing Prefabricate in the shapes and sizes indicated and in lengths not less that 8 feet Extend flange at least 4 inch onto roofing Provide prefabricated mitered corners internal and ext
228. Existing equipment shall be expanded modified or supplemented as necessary to extend the existing functions to the new points or zones New components shall be capable of merging with the existing configuration without degrading the performance of either system The scope of the acceptance tests of paragraph Testing shall include aspects of operation that involve combined use of both new and existing portions of the final configuration Interface With other Equipment Interfacing components shall be furnished as required to connect to subsystems or devices which interact with the fire alarm system such as supervisory or alarm contacts in suppression systems operating interfaces for smoke control systems door releases etc 23 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When a G designation is used the submittal requires review and approval from the U S Army Corps of Engineers District Fire Protection Engineer Submittals returned for resubmission shall be resubmitted for the government within 30 days of receipt of Governement comments No work shall be allowed to start or material be purchased prior to the approval of the shop equipment submittals All materials and equipment shown to be UL listed shall be shown to be listed by providing the UL Fire Prot Dir with sheets included in the submittal Manu
229. F amp PA T10 2001 Wood Frame Construction Manual for ALSC AWPA AWPA AWPA AWPA AWPA ASME ASME ASME ASME ASTM ASTM One and Two Family Dwellings AMERICAN LUMBER STANDARDS COMMITTEE ALSC PS 20 2010 American Softwood Lumber Standard AMERICAN WOOD PROTECTION ASSOCIATION AWPA BOOK 2009 AWPA Book of Standards M2 2007 Standard for Inspection of Treated Wood Products M6 2007 Brands Used on Forest Products P18 2007 Nonpressure Preservatives P5 2009 Standard for Waterborne Preservatives ASME INTERNATIONAL ASME B18 2 1 2010 Square and Hex Bolts and Screws Inch Series B18 2 2 2010 Standard for Square and Hex Nuts B18 5 2 1M 2006 R 2011 Metric Round Head Short Square Neck Bolts B18 5 2 2M 1982 R 2010 Metric Round Head Square Neck Bolts ASTM INTERNATIONAL ASTM 153 153 2009 Standard Specification for Zinc Coating Hot Dip on Iron and Steel Hardware A307 2010 Standard Specification for Carbon Steel Bolts and Studs 60 000 PSI Tensile SECTION 06 10 00 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Strength ASTM F547 2006 Nails for Use with Wood and Wood Base Materials FM GLOBAL FM FM 4435 2004 Roof Perimeter Flashing NTERNATIONAL CODE COUNCIL ICC CC IBC 2009 Errata First Printing Internatio
230. IA TUNNEL OAHU HI RJ000081J competent to perform such services stating that the items have been tested and that they conform to the requirements listed including methods of testing of the specified agencies Compliance with above named requirements does not relieve the Contractor from compliance with any other requirements of the specifications 2 NAMEPLATES Submit catalog cuts brochures circulars specifications product data and printed information in sufficient detail and scope to verify compliance with the requirements of the contract documents 2 General Each major component of this specification shall have the manufacturer s name address type or style model or serial number and catalog number on a nameplate securely attached to the equipment Nameplates shall be made of noncorrosive metal Equipment containing liquid dielectrics shall have the type of dielectric on the nameplate Sectionalizer switch nameplates shall have a schematic with all switch positions shown and labeled Asa minimum nameplates shall be provided for transformers circuit breakers meters Switches and switchgear v3 CORROSION PROTECTION SE Aluminum Materials Aluminum shall not be used nuo Ferrous Metal Materials On meri Hardware Ferrous metal hardware shall be hot dip galvanized in accordance with ASTM A153 A153M and ASTM A123 A123M
231. IDC shall be arranged as indicated on the contract drawings SECTION 28 31 64 00 10 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Ty 2 3 Alarm Functions An alarm condition on a circuit shall follow the sequence of operations matrix shown on the drawings 2 4 Primary Power Operating power shall be provided as required by paragraph Power Supply for the System Transfer from normal to emergency power or restoration from emergency to normal power shall be fully automatic and not cause transmission of a false alarm Loss of ac power shall not prevent transmission of a signal via the fire reporting system upon operation of any initiating circuit wed Battery Backup Power Battery backup power shall be through use of rechargeable sealed type storage batteries and battery charger 2 6 Interface With Existing Fire Alarm Equipment The equipment specified herein shall operate as a stand alone fire alarm system and shall be connected to the existing Notifier system serving the entire Building 9 Submit certified copies of current approvals or listings issued by an independent test lab if not listed by UL FM or other nationally recognized testing laboratory showing compliance with specified NFPA standards The new equipment shall be connected to an existing control panel located on the 1st floor of Building 9
232. ING TECHNOLOGIES NATIONAL INSTITUTE FOR CERTIFICATION IN ENGIN NICET I NICET 1014 7 2003 Program Detail Manual for Certification in the Field of Fire Protection Engineering Technology Field Code 003 Subfield of Automatic Sprinkler System Layout UNDERWRITERS LABORATORIES UL UL Bld Mat Dir 2012 Building Materials Directory UL Fire Prot Dir 2012 Fire Protection Equipment Directory 22 SYSTEM DESCRIPTION Provide wet pipe fire sprinkler system for the fire pump building Furnish piping offsets fittings and any other accessories as required to provide a complete installation and to eliminate interference with other construction Install sprinkler system over and under ducts piping and platforms when such equipment can negatively effect or disrupt the sprinkler discharge pattern and coverage Provide wet pipe sprinkler system in areas indicated on the drawings Except as modified herein the system shall be designed and installed in accordance with NFPA 13 Pipe sizes which are not indicated on drawings shall be determined by hydraulic calculation Design any portions of the sprinkler system that are not indicated on the drawings including locating sprinklers piping and equipment and size piping and equipment when this information is not indicated on the drawings or is not specified herein The design of the sprinkl
233. IPMENT ASSOCIATION ISEA ANSI ISEA 7358 1 2009 American National Standard for Emergency Eyewash and Shower Equipment MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY MSS MSS SP 25 2008 Standard Marking System for Valves Fittings Flanges and Unions MSS SP 58 2009 Pipe Hangers and Supports Materials Design and Manufacture Selection Application and Installation MSS SP 69 2003 Pipe Hangers and Supports Selection and Application ANSI Approved American National Standard NATIONAL FIRE PROTECTION ASSOCIATION NFPA NFPA 90 2012 Standard for the Installation of Air Conditioning and Ventilating Systems NSF INTERNATIONAL NSF NSF ANSI 14 2011 Plastics Piping System Components and Related Materials NSF ANSI 61 2011 Drinking Water System Components Health Effects PLASTIC PIPE AND FITTINGS ASSOCIATION PPFA 2010 Firestopping Plastic Pipe in Fire PPFA Fire Man Resistive Construction SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL SAE SAE J1508 2009 Hose Clamp Specifications SECTION 22 00 00 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 70000810 U S ENVIRONMENTAL PROTECTION AGENCY EPA EPA SM 9223 2004 Enzyme Substrate Coliform Test
234. Interior Exterior Latex Block Filler MPI 72 Oct 2009 Polyurethane Two Component Pigmented Gloss MPI 77 Oct 2009 Epoxy Gloss SECTION 09 90 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SCIENTIFIC CERTIFICATION SYSTEMS SCS SCS SP 01 2000 Environmentally Preferable Product Specification for Architectural and Anti Corrosive Paints THE SOCIETY FOR PROTECTIVE COATINGS SSPC SSPC PA 1 2000 E 2004 Shop Field and Maintenance Painting of Steel SSPC PA Guide 3 1982 E 1995 A Guide to Safety in Paint Application SSPC SP 1 1982 E 2004 Solvent Cleaning SSPC SP 10 NACE No 2 2007 Near White Blast Cleaning SSPC SP 12 NACE No 5 2002 Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating SSPC SP 2 1982 E 2004 Hand Tool Cleaning SSPC SP 3 1982 E 2004 Power Tool Cleaning SSPC SP 6 NACE No 3 2007 Commercial Blast Cleaning SSPC SP 7 NACE No 4 2007 Brush Off Blast Cleaning SSPC VIS 1 2002 e 2004 Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning SSPC VIS 3 2004 Guide and Reference Photographs for Steel Surfaces Prepared by Hand and Power Tool Cleaning U S GENERAL SERVICES ADMINISTRATION GSA FED STD 313 Rev D Notice 1 Material Safety Data Transportation Data and Disposa
235. Joint Bellows Expansion Joint Swing Type Check Valve Wafer Type Check Valve Ball Valve Plug Valve PTFE Sleeved Tapered Type Plug Valve Double Block and Bleed Globe Valve Pressure Relief Valve Pressure Vacuum Relief Valve Foot Valve Tank Overfill Prevention Valve FRP Containment Sump SECTION 33 52 10 Page 8 5 55 FIRE PUMP REPLACEMENT Ta Iy 4 2 4 2 1 NG 9 SD 06 Test Reports Exterior Coating Holiday Test Preliminary Pneumatic Test Final Pneumatic Test Hydrostatic Test Exterior Containment Piping Tests SD 07 Certificates Contractor Qualifications G Licensed Personnel Demonstrations SD 08 Manufacturer s Flexible Ball Joint Bellows SD 10 Operation and Maintenance Flexible Ball Joint Instructions Expansion Joint KUNIA TUNNEL Data NSA 03 RJ000081J OAHU HI Bellows Expansion Joint Swing Type Check Valve Wafer Type Check Valve Ball Valve Plug Valve Plug Valve Globe Valve Pressure Relief Valve Pressure Vacuum Relief Foot Valve Valve Tank Overfill Prevention Valve 4 QUALITY ASSURANCI 4 1 Contractor Qualifications Each installation Contractor sh projects of the same scope and PTFE Sleeved Tapered Type Double Block and Bleed Type all have successfully completed at least 3 years demonstrate specific ins
236. Joints Grooves shall be prepared according to the coupling manufacturer s instructions Grooved fittings couplings and grooving tools shall be products of the same manufacturer Pipe and groove dimensions shall comply with the tolerances specified by the coupling manufacturer The diameter of grooves made in the field shall be measured using a go no go gauge vernier or dial caliper narrow land micrometer or other method specifically approved by the coupling manufacturer for the intended application Groove width and dimension of groove from end of pipe shall be measured and recorded for each change in grooving tool setup to verify compliance with coupling manufacturer s tolerances Grooved joints shall not be used in concealed locations S14 225 Cast Iron Soil Waste and Vent Pipe Bell and spigot compression and hubless gasketed clamp joints for soil waste and vent piping shall be installed per the manufacturer s recommendations 3 1 2 6 Copper Tube and Pipe a Brazed Brazed joints shall be made in conformance with AWS B2 2 B2 2M ASME B16 50 and CDA A4015 with flux and are acceptable for all pipe sizes Copper to copper joints shall include the use of copper phosphorus or copper phosphorus silver brazing metal without flux Brazing of dissimilar metals copper to bronze or brass shall include the use of flux with either a copper phosphorus copper phosphorus silver or a silver bra
237. L OAHU HI RJ000081J 1 6 3 2 Pumping Concrete Submit proposed materials and methods for pumping concrete Submittal must include mix designs pumping equipment including type of pump and size and material for pipe and maximum length and height concrete is to be pumped 1 6 323 Form Removal Schedule Submit schedule for form removal indicating element and minimum length of time for form removal 1 6 3 4 voc Content for form release agents curing compounds and concrete penetrating sealers Submit certification for the form release agent curing compounds and concrete penetrating sealers that indicate the VOC content of each product 1 6 3 5 Material Safety Data Sheets Submit Material Safety Data Sheets MSDS for all materials that are regulated for hazardous health effects Prominently post the MSDS at the construction site 1 6 4 Test Reports 1 6 4 1 Concrete Mix Design Submit copies of laboratory test reports showing that the mix has been successfully tested to produce concrete with the properties specified and that mix must be suitable for the job conditions Include mill test and all other test for cement aggregates and admixtures in the laboratory test reports Provide maximum nominal aggregate size gradation analysis percentage retained and passing sieve and a graph of percentage retained verses sieve size Submit test reports along with the concrete mix
238. M C1059 C1059M Type II 2 7 FLOOR FINISH MATERIALS 2 2 41 Liquid Chemical Floor Hardener Hardener must be a colorless aqueous solution containing a blend of magnesium fluorosilicate and zinc fluorosilicate combined with a wetting agent Solution must contain not less than 1 2 pounds of fluorosilicates per gallon An approved proprietary chemical hardener may be used provided hardener is delivered ready for use in manufacturer s original containers with low VOC content 2 8 CLASSIFICATION AND QUALITY OF CONCRETE 24 044 Concrete Classes and Usage Provide concrete classes compressive strength and usage as follows CONCRETE MIN 28 DAY REQUIREMENT FOR USAGE CLASS COMPRESSIVE AIR ENTRAINMENT STRENGTH POUNDS PER BO IN 3N 3000 Nonair entrained For foundation concrete work not exposed to freezing and thawing or subjected to hydraulic pressure such as footings pile caps foundation mats For interior slabs on ground to be covered with resilient flooring SECTION 03 30 00 Page 20 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J CONCRETE MIN 28 DAY REQUIREMENT FOR USAGE CLASS COMPRESSIVE AIR ENTRAINMENT STRENGTH POUNDS PER SO IN AN 4000 Nonair entrained For structural concrete work not exposed to freezing and thawing such as interior columns beams supported Slabs and other structural members for interior slabs on ground subjected to foot tra
239. M D2000 2012 Standard Classification System for Rubber Products in Automotive Applications ASTM D3308 2006 PTFE Resin Skived Tape ASTM F436 2011 Hardened Steel Washers FM GLOBAL FM FM APP GUIDE updated on line Approval Guide http www approvalguide com MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY MSS MSS SP 80 2008 Bronze Gate Globe Angle and Check Valves NATIONAL FIRE PROTECTION ASSOCIATION NFPA NFPA 1963 2009 Errata 09 1 Standard for Fire Hose Connections NFPA 20 2010 TIA 10 1 TIA 11 2 Standard for the Installation of Stationary Pumps for Fire Protection NFPA 24 2010 Standard for the Installation of Private Fire Service Mains and Their Appurtenances NFPA 37 2010 TIA 10 1 Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines NFPA 70 2011 Errata 2 2012 National Electrical Code NFPA 72 2010 TIA 10 4 National Fire Alarm and Signaling Code NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES NICET NICET 1014 7 2003 Program Detail Manual for Certification in the Field of Fire Protection Engineering Technology Field Code 003 Subfield of Automatic Sprinkler System Layout UNDERWRITERS LABORATORIES UL UL 1247 2007 Reprint Jun 2011 Diesel Engines for Driving Stationary Fire Pumps UL 262 2004
240. MERIC SH ET ROOFING QUALITY ASSURANCE Qualification of Manufacturer Qualification of Applicator Qualification of Engineer of Record Fire Resistance Wind Uplift Resistance 1 OY Ul PWD Preroofing DEL IVERY 1 RONMENTA PRODUCT HANDL Delivery of Materials Conference 1 CONDITIONS NG 2 PRO NO PO PO PO P2 P2 P2 ES N OOO Wo 2 2 23 4 AND CAUT n IONS AND WARNINGS Storage of Protection Cleaning WARRANTY Roof Membrane Manufacturer Warranty 1 Materials at Job Site CLEANING Roofing System Installer Warranty Continuance of Warranty Contractor PRODUCTS OANA E RIALS 5 Surety Heat Weldable Thermoplastic Polyolefin TPO Membrane Energy Performance Membrane Adhesives Thinner and Cleaner Water Cutoff Mastic Lap Cleaner and Sealant Flashing and Flashing Accessories Fire Safety Protection EXECUTION PREPARATION SPEC APPLICATION INS PRO Board AL PRECAUTIONS TALLATION OF ADJOINING WORK CLEANING TECTION SECTION 07 52 25 Page 1 5 55 FIRE PUMP REPLACEMENT BUILDING 9 Bice ROOFING INFORMATION CARD End of Section Table of Contents
241. MP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J I NACE SP0188 1999 R 2006 Discontinuity Holiday Testing of New Protective Coatings on Conductive Substrates NATIONAL FIRE PROTECTION ASSOCIATION NFPA NFPA 30 2012 Errata 2011 Errata 2011 Flammable and Combustible Liquids Code SOCIETY OF AUTOMOTIVE ENGIN I I 5 INTERNATIONAL SAE SAE AMS3275 2009 Rev C Sheet Acrylonitrile Butadiene NBR Rubber and Non Asbestos Fiber Fuel and 011 Resistant SAE J514 2012 Hydraulic Tube Fittings THE SOCIETY FOR PROTECTIVE COATINGS SSPC SSPC PA 1 2000 E 2004 Shop Field and Maintenance Painting of Steel UNDERWRITERS LABORATORIES UL UL Gas amp Oil Dir 2011 Flammable and Combustible Liquids and Gases Equipment Directory 3 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Pipe Hangers and Supports SD 03 Product Data Carbon Steel Pipe Stainless Steel Pipe Fiberglass Reinforced Plastic FRP Pipe Exterior Containment Piping System Pressure Gauge Flexible Ball
242. MS Provide wood plywood plastic carton or steel Use plywood or steel forms where a smooth form finish is required lcd Wood Forms Use lumber as specified in Section 06 10 00 ROUGH CARPENTRY and as follows Provide lumber that is square edged or tongue and groove boards free of raised grain knotholes or other surface defects Provide plywood that complies with DOC NIST PS1 B B concrete form panels or better or AHA A135 4 hardboard for smooth form lining Pa ae Concrete Form Plywood Standard Rough Provide plywood that conforms to NIST PS 1 B B concrete form not less than 5 8 inch thick P 2 Overlaid Concrete Form Plywood Standard Smooth Provide plywood that conforms to NIST PS 1 B B high density form overlay not less than 5 8 inch thick 1 22 Steel Forms Provide steel form surfaces that do not contain irregularities dents or sags 2 FORM TIES AND ACCESSORIES The use of wire alone is prohibited Provide form ties and accessories that do not reduce the effective cover of the reinforcement Contractor Furnished Mix Design ACI MCP 1 ACI MCP 2 ACI MCP 3 and ACI MCP 1 except as otherwise specified Indicate the compressive strength f c of the concrete for SECTION 03 30 00 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TU
243. MSS SP 69 except as modified herein Provide hot dipped galvanized finish on rods nuts bolts washers hangers and supports Provide miscellaneous metal that conforms to ASTM A36 A36M standard mill finished structural steel shapes hot dipped galvanized 4 9 1 Pipe Protection Shields Shields shall conform to MSS SP 58 and MSS SP 69 Type 40 except material shall be Type 316 stainless steel Provide shields at each slide type pipe hanger and support 4 9 2 Low Friction Supports Supports shall have self lubricating anti friction bearing elements composed of 100 percent virgin tetrafluoroethylene polymer and reinforcing aggregates prebonded to appropriate backing steel members The coefficient of static friction between bearing elements shall be 0 06 from initial installation for both vertical and horizontal loads and deformation shall not exceed 0 002 inch under allowable static loads Bonds between material and steel shall be heat cured high temperature epoxy Design pipe hangers and support elements for the loads applied Provide anti friction material with a minimum of 0 09 inch thick Provide hot dipped galvanized steel supports Provide supports that are factory designed and manufactured 45 250 Escutcheon Escutcheon shall be the chrome plated stamped steel hinged split ring type Inside diameter shall closely fit pipe outside diameter Outside diameter shall completely cover the correspon
244. Masonry Units CMU Cement SD 04 Samples Concrete Masonry Units CMU Anchors Ties and Bar Positioners Joint Reinforcement SD 05 Design Data Unit Strength Method SD 06 Test Reports Efflorescence Test Field Testing of Mortar Field Testing of Grout Masonry Cement Masonry Inspector Qualifications SD 07 Certificates Concrete Masonry Units CMU SECTION 04 20 00 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J dM Anchors Ties and Bar Positioners Joint Reinforcement Masonry Cement SD 08 Manufacturer s Instructions Masonry Cement 4 QUALITY ASSURANCI 4 1 Masonry Inspector Qualifications A qualified masonry inspector approved by the Contracting Officer shall perform inspection of the masonry work Minimum qualifications for the masonry inspector shall be 5 years of reinforced masonry inspection experience or acceptance by a State municipality or other governmental body having a program of examining and certifying inspectors for reinforced masonry construction The masonry inspector shall be present during sampling and placing of masonry units placement of reinforcement including placement of dowels in footings and foundation walls inspection of grout space immediately prior to closing of cleanouts and during grouting operations The masonry inspector shall assure compliance with t
245. N 21 2010 Addenda 2011 Hypochlorites 2010 Liquid Chlorine 2008 Errata 2010 Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water 2008 Ductile Iron and Gray Iron Fittings for Water 2007 Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings 2009 Ductile Iron Pipe Centrifugally Cast for Water 2008 Coal Tar Protective Coatings and Linings for Steel Water Pipelines Enamel and Tape Hot Applied 2005 Errata 2005 Standard for Disinfecting Water Mains 2011 Disinfection of Water Storage Facilities ASME 2010 Gray Iron Pipe Flanges and Flanged Fittings Classes 25 125 and 250 2011 Forged Fittings Socket Welding and 13 13 00 10 Page 3 NAS CSS FIRE PUMP REPLACEMENT BU I NSA 03 ASME 16 21 ASME B16 3 ASME B16 4 ASME B18 2 2 ASTM INTERNATIONAL ASTM A135 A135M ASTM A183 ASTM A449 ASTM A47 A47M ASTM A53 A53M ASTM A536 ASTM A795 A795M ASTM F436 FM GLOBAL FM DE FM APP GUI LDING 9 KUNIA TUNNEL OAHU HI RJ000081J Threaded 2011 Nonmetallic Flat Gaskets for Pipe Flanges 2011 Malleable Iron Threaded Fittings Classes 150 and 300 2011 Standard for Gray Iron Threaded Fittings Classes 125 and 250 2007 Standard for Factory Made Wrought Steel Buttwelding Fittings 2010 Standard for Square and Hex Nuts ASTM 2009 Standard
246. NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 performed surface preparation and application of coatings minimum of three similar projects within the past three years List information by individual and include the following a Name of individual and proposed position for this work b Information about each previous assignment including Position or responsibility Employer if other than the Contractor ame of facility owner Mailing address telephone number and telex number if non US of facility owner ame of individual in facility owner s organization who can be contacted as a reference Location size and description of structure Dates work was carried out Description of work carried out on structure 4 QUALITY ASSURANCI 4 1 Field Samples Tests The Contracting Officer may choose up to two coatings that have been delivered to the site to be tested at no cost to the Government Take samples of each chosen product as specified in the paragraph Sampling Procedures Test each chosen product as specified in the paragraph Testing Procedure Products which do not conform shall be removed from the job site and replaced with new products that conform to the referenced specification Testing of replacement products that failed initial testing shall be at no cost to the Government Sampling Procedure
247. NNEL OAHU HI RJ000081J each portion of the structure s and as specified below Location f c Min ASTM C33 C33M Range of Maximum 28 Day Comp Maximum Nominal Slump inches Water Cement Strength Aggregate Size Ratio by No weight Footings 67 2 3 0 45 Slab on grade Roof Slab 67 2 3 0 45 Maximum slump shown above may be increased 1 inch for methods of consolidation other than vibration Slump may be increased to 8 inches when superplasticizers are used The water soluble chloride ion concentrations in hardened concrete at ages from 28 to 42 days must not exceed 0 15 Note a Entrapped air must be 3 percent or less Proportion concrete mixes for strength at 28 days Qe Mix Proportions for Normal Weight Concrete Trial design batches mixture proportioning studies and testing requirements for various classes and types of concrete specified are the responsibility of the Contractor Base mixture proportions on compressive strength as determined by test specimens fabricated in accordance with ASTM 192 192 and tested in accordance with ASTM C39 C39M Samples of all materials used in mixture proportioning studies must be representative of those proposed for use in the project and must be accompanied by the manufacturer s or producer s test report indicating compliance with these specifications Base trial mixtures having proportions consistencies and suitable for the work on methodology des
248. NSA 03 RTA SUBMITTAL SPECIFICATIONS for NSA CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HAWAII US Army Corps of Engineers Honolulu District Submitted by Mechanical Enterprises Inc 501 Sumner St Suite 503 Honolulu Hawaii 96819 AUGUST 2012 5 55 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU PROJECT TABLE OF CONTENTS DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 00 BID SCHEDULES DIVISION 01 GENERAL REQUIREMENTS SEE MATOC DOCUMENTS DIVISION 02 EXISTING CONDITIONS 02 41 00 DEMOLITION 02 83 13 00 20 LEAD IN CONSTRUCTION DIVISION 03 CONCRETE 03 30 00 CAST IN PLACE CONCRETE DIVISION 04 MASONRY 04 20 00 MASONRY DIVISION 06 WOOD PLASTICS AND COMPOSITES 06 10 00 ROUGH CARPENTRY DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 22 00 ROOF AND DECK INSULATION 07 4527 25 ELASTOMERIC SHEET ROOFING 07 60 00 FLASHING AND SHEET METAL 07 72 00 ROOF VENTILATORS GRAVITY TYPE 07 84 00 FIRESTOPPING 07 92 00 JOINT SEALANTS DIVISION 08 OPENINGS 08 11 13 STEEL DOORS AND FRAMES 08 71 00 DOOR HARDWARE 08 91 00 METAL WALL LOUVERS DIVISION 09 FINISHES 09 90 00 PAINTS AND COATINGS DIVISION 10 SPECIALTIES 10 14 0
249. NSTRUCTION CONTRACTS the term designated billing office and designated payment office are as follows a Billing Office U S Army Engineer District Honolulu Fort Shafter Resident Office Bldg 230 Fort Shafter 96858 5440 b Payment Office USACE Finance Center Attn CEFC FP 5722 Integrity Drive Millington TN 38054 5005 Item numbers mentioned hereinafter correspond to the item numbers in the BID SCHEDULE a Item No 0001 New Work The pump house equipment and site work that is not part of the existing system will be paid for at the contract price complete in place and ready for use including earthwork cast in place concrete concrete masonry unit walls elastomeric sheet roofing rigid roof insulation flashing and sheet metal steel doors and frames metal wall louvers painting exterior signage wet pipe sprinkler system plumbing electrical work fire detection and alarm system underground electrical distribution system water distribution testing final connections cleanup and all incidental items necessary to complete the work b Item No 0002 Repair Work The fire pumps associated piping and electrical work for the pumps will be paid for at the contract price complete in place and ready for use including earthwork fire pumps associated piping electrical work for the fire pumps testing final connections cleanup and all incidental items necessary to complete the work CONTRACT SUBMITTAL
250. NT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 9 2 Ground Fault Circuit Interrupter Receptacles UL 943 duplex type for mounting in standard outlet box Device shall be capable of detecting current leak of 6 milliamperes or greater and tripping per requirements of UL 943 for Class A GFCI devices Provide screw type side wired wiring terminals or pre wired pigtail leads 10 PANELBOARDS UL 67 and UL 50 Panelboards for use as service disconnecting means shall additionally conform to UL 869A Panelboards shall be circuit breaker equipped Design shall be such that individual breakers can be removed without disturbing adjacent units or without loosening or removing supplemental insulation supplied as means of obtaining clearances as required by UL Where space only is indicated make provisions for future installation of breaker sized as indicated Directories shall indicate load served by each circuit of panelboard Directories shall also indicate source of service upstream panel switchboard motor control center etc to panelboard Type directories and mount in holder behind transparent protective covering Panelboard shall have nameplates in accordance with paragraph FIELD FABRICATED NAMEPLATES Enclosure Enclosures shall meet the requirements of UL 50 11 cabinets shall be fabricated from sheet
251. ODUCTS 2 1 MATERIALS AND EQUIPMENT a Materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of such products and shall essentially duplicate items that have been in satisfactory use for at least 2 years prior to bid opening b Submit manufacturer s catalog data included with the Fire Pump Installation Drawings for each separate piece of equipment proposed for use in the system Catalog data shall indicate the name of the manufacturer of each item of equipment with data annotated to indicate model to be provided In addition a complete equipment list that includes equipment description model number and quantity shall be provided Catalog data for material and equipment shall include but not be limited to the following 1 Fire pumps drivers and controllers including manufacturer s certified shop test characteristic curve for each pump Shop test curve may be submitted after approval of catalog data but shall be submitted prior to the final tests 2 Pressure maintenance pump and controller 3 Piping components 4 Valves including gate check globe and relief valves 5 Gauges 6 Hose valve manifold test header and hose valves 7 Flow meter 8 Restrictive orifice union 9 Associated devices and equipment c All equipment shall have a nameplate that identifies the manufacturer s name address type or style model or serial nu
252. ONS Conduct a training session for designated Government personnel in the operation and maintenance procedures related to the equipment systems specified herein Include pertinent safety operational procedures in the session as well as physical demonstrations of the routine maintenance operations Furnish instructors who are familiar with the installation equipment systems both operational and practical theories and associated routine maintenance procedures The training session shall consist of a total of 7 hours of normal working time and shall start after the system is functionally completed but prior to final system acceptance Submit a letter at least 14 working days prior to the proposed training date scheduling a proposed date for conducting the onsite training End of Section SECTION 33 52 10 Page 26 NAS CSS PART 1 PART 2 NNNUNN N N N AN CO CO gt aam I RE PUMP REPLACEMENT DING 9 KUN A TUNNEL OAHU HI SECT ON TABLE DIV SIO SECTION ELECTR OF CONTI ENTS 33 LI UT T ES 33 70 02 00 10 CAL DISTR BUTI GENERAL REFERENCES SYSTEM SUBMITTALS QUALITY AS DESCRIPTION
253. PL 93 523 1974 A 1999 Safe Drinking Water Act U S NATIONAL ARCHIVES AND RECORDS ADMINISTRATION NARA 10 CFR 430 Energy Conservation Program for Consumer Products 40 CFR 141 80 ational Primary Drinking Water Regulations Control of Lead and Copper General Requirements PL 109 58 Energy Policy Act of 2005 EPAct05 1 2 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for Contractor Quality Control approval The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Plumbing System G Detail drawings consisting of schedules performance charts instructions diagrams and other information to illustrate the requirements and operations of systems that are not covered by the Plumbing Code Detail drawings for the complete plumbing system including piping layouts and locations of connections dimensions for roughing in foundation and support points schematic diagrams and wiring diagrams or connection and interconnection diagrams Detail drawings shall indicate clearances required for maintenance and operation Where piping and equipment are to b supported other than as indicated details shall include loadings and proposed support methods Mechanical drawing plans elevations views and details shall be drawn to scale SD 03 Product Data Welding A copy of qualified
254. Pipe and Fittings AWWA C500 2009 Metal Seated Gate Valves for Water Supply Service AWWA C606 2011 Grooved and Shouldered Joints ASME INTERNATIONAL ASMI Lj ASME B16 11 2011 Forged Fittings Socket Welding and Threaded ASME B16 18 2012 Cast Copper Alloy Solder Joint Pressure Fittings ASME B16 21 2011 Nonmetallic Flat Gaskets for Pipe Flanges ASME B16 22 2001 R 2010 Standard for Wrought Copper and Copper Alloy Solder Joint Pressure Fittings ASME B16 26 2011 Standard for Cast Copper Alloy Fittings for Flared Copper Tubes ASME B16 3 2011 Malleable Iron Threaded Fittings Classes 150 and 300 ASME B16 39 2009 Standard for Malleable Iron Threaded Pipe Unions Classes 150 250 SECTION 21 30 00 Page 4 NAS CSS FIRE ASME 1 ASME ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM AST ASTM ASTM ASTM ASTM I ASTM INTERNATIONAL A183 A193 A193M A194 A194M A449 47 47 A53 A53M A536 A795 A795M B135 B42 B62 B75 B88 C533 NSA 03 PUMP R E PLAC RJ000081J ENT SECT ON 21 NG 9 KUNIA TUNNEL OAHU HI and 300 2009 Pipe Flanges and Flanged Fittings NPS 1 2 Through NPS 24 Metric Inch Standard 2007 Standard for Factory Made Wrought Steel Buttwelding Fittings ASTM
255. Polyolefin TPO Membrane Manufacturer s certification of elastomeric sheet roofing Materials not certified are not permitted in the work area SD 08 Manufacturer s Instructions Heat Weldable Thermoplastic Polyolefin TPO Membrane Submit manufacturer s instruction for installation of elastomeric sheet roofing SD 11 Closeout Submittals Warranty Information Card Furnish a typewritten information card for facility records and a card laminated in plastic attached to the underside of the roof or location as directed by the Contracting Officer Cards shall be 8 1 2 inches x 11 inches See Roofing Information Card at end of section Include copies of Material Safety Data Sheets for maintenance repair materials Submit 20 year No dollar limit warranty labor and materials SECTION 07 52 25 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 ilies 23 QUALITY ASSURANC 25 2 Qualification of Manufacturer Elastomeric sheet roofing manufacturer shall have a minimum of 5 years experience in the manufacturing of elastomeric sheet roofing 23 42 Qualification of Applicator Roofing system applicator shall be approved authorized or licensed in writing by the elastomeric sheet roofing manufacturer and have a minimum of 5 years experience as an approved authorized or licensed applicator with tha
256. RAE ASHRAE 146 2011 Method of Testing and Rating Pool Heaters ASHRAE 90 1 IP 2010 INT 1 2011 Errata 2011 Errata 2011 Errata 2011 INT 2 12 2011 Errata 2011 INT 13 2012 Energy Standard for Buildings Except Low Rise Residential Buildings AMERICAN SOCIETY OF SANITARY ENGINEERING ASSE I ASSE 1001 2008 Performance Requirements for Atmospheric Type Vacuum Breakers ANSI approved 2009 ASSE 1011 2004 Errata 2004 Performance Requirements for Hose Connection Vacuum Breakers ANSI approved 2004 ASSE 1012 2009 Performance Requirements for Backflow Preventer with an Intermediate Atmospheric Vent ANSI approved 2009 ASSE 1013 2009 Performance Requirements for Reduced Pressure Principle Backflow Preventers and Reduced Pressure Fire Protection Principle Backflow Preventers ANSI approved 2010 ASSE 1018 2001 Performance Requirements for Trap Seal Primer Valves Potable Water Supplied ANSI Approved 2002 ASSE 1020 2004 Errata 2004 Errata 2004 SECTION 22 00 00 Page 3 5 5 AWWA AWWA AWWA AWWA AWWA AWWA NSA 03 S FIRE PUMP R I EPLAC EM BU ENT LDING 9 KUNIA TUNNEL OAHU HI RJ000081J Performance Requirements for Pressure Vacuum Breaker Assembly ANSI Approved 2004 AMERICAN WATER WORKS ASSOCIATION AWWA B300 B301 C203 C606 C651 C652 2010
257. RAGE AN FIN SH HARDWARE CONSUI HARDWARE LIST PRODUCTS oO N LO FINI EXE INST TEMPLATE HARDWARE ITEMS Hinges Mechanical HARDWARE Cipher Cylinders Mechanical and Cores Cipher Lock Trim EA Lever Bolts Door Closers Handles D HANDLING LTANT iocks iock System Identification Marking Door Stops and Silencers Thresholds Door Gasketing Sytem Special Tools FASTENERS SHES CUTION ALLATION WN C0 ES 3 3 End of Section Tabl HARDWARE LOCA HARD Threshold WARE SETS TIONS Installation le of Contents SECT ON 08 71 00 Page 1 NSA 03 RJ000081J 08 71 00 KUNIA TUNNEL OAHU NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 5 DOOR HARDWAR PART 1 GENERAL 1 1 REFERENCES NSA 03 RJ000081J The publications listed below form a part of this specification to the xtent referenced The publications are referred to in the text by the basic designation only BUILDERS HARDWARE MANUFACTUR ANSI BHMA A156 2006 ANSI BHMA A156 13 2005 ANSI BHMA A156 16 2008 ANSI BHMA A156 18 2006 ANSI BHMA A156 2
258. REPLACEMENT End of Section BUILDING 9 ECT ON 07 84 00 KUNIA TUNNI Page 8 EL OAHU Hl NSA 03 RJ000081J NAS CSS PART 1 I PART 2 PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU SECTION TABLE OF CONTENTS DIVISION 07 THERMAL AND MOISTURE PROTECTION SECTION 07 92 00 JOINT SEALANTS GENERAL REFERENCES SUBMITTALS ENVIRONMENTAL CONDITIONS DELIVERY AND STORAGE QUALITY ASSURANCE sE Compatibility with Substrate 22 Joint Tolerance SPECIAL WARRANTY PRODUCTS SEALANTS RH Interior Sealant N N PART 3 WWW WW 4f WW WWW CO CO gt gt WW WW CO CO 2 3 4 Primer 5 6 21 Protection 22 Final Cleaning 2 Exterior Sealant PRIMERS BOND BREAKERS BACKSTOPS 1 PVC CLEANING SOLVENTS EXECUTION SURFACE PREPARATION SEALANT PREPARATION APPLICATION 21 Joint Width To Depth Ratios Masking Tape Backstops Bond Breaker Sealants PROTECTION AND CLEANING End of Section Table of Contents SECTION 07 92 00 Page 1 NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J
259. RICAL EQUIPMENT PART 2 PRODUCTS 21 MATERIALS AND EQUIPMENT Materials equipment and devices shall as a minimum meet requirements of UL where UL standards are established for those items and requirements of NFPA 70 SECTION 26 20 00 Page 8 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 CONDUIT AND FITTINGS Shall conform to the following 2242 Rigid Metallic Conduit Rigid Threaded Zinc Coated Steel Conduit ANSI C80 1 UL 6 22 Rigid Nonmetallic Conduit PVC Type EPC 40 in accordance with NEMA TC 2 and UL 651 243 Intermediate Metal Conduit IMC UL 1242 zinc coated steel only 2A Electrical Zinc Coated Steel Metallic Tubing EMT UL 797 ANSI C80 3 2 5 Flexible Metal Conduit UT 2 4252 Liquid Tight Flexible Metal Conduit Steel UL 360 2 6 Fittings for Metal Conduit EMT and Flexible Metal Conduit UL 514B Ferrous fittings shall be cadmium or zinc coated in accordance with UL 514B 2 6 1 Fittings for Rigid Metal Conduit and IMC Threaded type Split couplings unacceptable 2464 2 Fittings for EMT Die cast compression type 22d Fittings for Rigid Nonmetallic Conduit NEMA TC 3 for PVC and UL 514B 2 58 Liquid Tight Flexible Nonmetallic Conduit
260. RJ000081J for Masonry ASTM C593 2006 R 2011 Fly Ash and Other Pozzolans for Use with Lime for Soil Stabilization ASTM C67 2011 Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile ASTM C780 2011 Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry ASTM C90 2011b Loadbearing Concrete Masonry Units ASTM C91 2005 Masonry Cement ASTM C94 C94M 20115 Standard Specification for Ready Mixed Concrete ASTM D2000 2012 Standard Classification System for Rubber Products in Automotive Applications ASTM D2240 2005 R 2010 Standard Test Method for Rubber Property Durometer Hardness ASTM D2287 2011 Nonrigid Vinyl Chloride Polymer and Copolymer Molding and Extrusion Compounds INTERNATIONAL CODE COUNCIL ICC ICC IBC 2009 Errata First Printing International Building Code U S EPARTMENT DEFENSE DOD 3 310 04 2007 Change 1 Seismic Design for Buildings 1 2 SYSTEM DESCRIPTION 1221 Design Requirements Te 2 2727 Unit Strength Method Compute compressive strength of masonry system Unit Strength Method ACI 530 530 1 Submit calculations and certifications of unit and mortar strength 2 202 Seismic Requirement In addition to design requirements of ICC IBC
261. Reprint Oct 2011 Gate Valves for Fire Protection Service SECTION 21 30 00 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J UL 448 2007 Reprint Jan 2011 Centrifugal Stationary Pumps for Fire Protection Service UL 80 2007 Reprint Aug 2009 Standard for Steel Tanks for Oil Burner Fuels and Other Combustible Liquids UL Fire Prot Dir 2012 Fire Protection Equipment Directory 1 2 SYSTEM DESCRIPTION a Conduct work as sequenced in the phasing notes in sheet FP001 The existing Fire Pumps must be in operation until the new Fire Pumps are operational connected to the existing sprinkler system and satisfactorily tested Once the new Fire Pumps are operational connected and accepted by the AHJ then the Existing Fire Pumps can be removed Except as modified in this Section or on the drawings install fire pumps in conformance with NFPA 20 NFPA 70 and NFPA 72 including all recommendations and advisory portions which shall be considered mandatory this includes advisory provisions listed in the appendices of such standards as though the word shall had been substituted for the word should wherever it appears In the event of a conflict between specific provisions of this specification and applicable NFPA standards this specification governs Devices and equipment for fire
262. S OF ENGIN I ERS USACE EM 385 1 1 2008 Errata 1 2010 Changes 1 3 2010 Changes 4 6 2011 Safety and Health Requirements Manual 22 PROJECT DESCRIPTION 22 42 Demolition Plan Prepare a Demolition Plan and submit proposed demolition and removal procedures for approval before work is started Include in the plan procedures for careful removal and disposition of materials specified to be salvaged coordination with other work in progress a disconnection schedule of utility services a detailed description of methods and equipment to be used for each operation and of the sequence of operations Identify components and materials to be salvaged for reuse or recycling with reference to paragraph Existing Facilities to be Removed Append tracking forms for all removed materials indicating type quantities condition destination and end use Coordinate with Waste Management Plan Provide procedures for safe conduct of the work in accordance with EM 385 1 1 Plan shall be approved by Contracting Officer prior to work beginning 22 2 General Requirements Do not begin demolition until authorization is received from the Contracting Officer The work of this section is to be performed in a manner that maximizes salvage and recycling of materials Remove rubbish and debris from the project site do not allow accumulations inside or outside the building In the interest
263. S SURFACES NSA 03 RJ000081J Coating to match adjacent TS PAINT TABLE Topcoat MPI 119 FERROUS AND NON FERROUS PAINT TABLE A New Steel that has been hand or power tool cleaned to SSPC SP 2 or SSPC SP 3 1 Pigmented Polyurethane MP EXT 5 1H G6 Glo Spot Primer MPI 10 System DFT 8 5 mi SS MPI 108 ls 2 Stainless Steel Surfaces MP EXT 5 1H G6 Glo Primer MPI 101 System DFT 8 5 mi EXTERIOR GA SS Intermediate MPI 108 ls WVANIZED SURFACES B Galvanized surfaces 1 Pigmented Polyurethane MPI EXT 5 3L G6 Gloss Primer Intermediate MPI 101 N A System DFT 5 mils 39 42 NTERIOR PAINT TABLES DIVISION 5 NTERIOR METAL INTERIOR STEEL FERROUS SURFACES Intermediate A Metal Mechanical E supports lectrical including SECTION 09 90 00 Surfaces adjacent to painted surfaces MPI Topcoat MPI 72 Topcoat MPI 72 Topcoat 72 valves Page 17 FERROUS AND NON FERROUS PAINT TABLE conduit hangers Match surrounding NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J INTERIOR STEEL FERROUS SURFACES finish and miscellaneous metal items I 1 Epoxy MPI INT 5 1L G6 Gloss
264. SI C80 1 NEMA FB 1 NEMA LA 1 NEMA TC 6 amp 8 LDING 9 KUNIA TUNNEL OAHU HI RJ000081J UFACTURERS ASSOCIATION NEMA 2011 Electric Connectors Sealed Insulated Underground Connector Systems Rated 600 Volts 2005 American National Standard for Electrical Rigid Steel Conduit ERSC 2012 Standard for Fittings Cast Metal Boxes and Conduit Bodies for Conduit Electrical Metallic Tubing and Cable 2009 Standard for Surge Arresters 2003 Standard for Polyvinyl Chloride PVC Plastic Utilities Duct for Underground Installations NATIONAL FIRE PROTECTION ASSOCIATION NFPA I NFPA 70 2011 Errata 2 2012 National Electrical Code U S EPARTMENT OF DEFENSE DOD UFC 3 310 04 2007 Change 1 Seismic Design for Buildings UNDERWRITERS LABORATORIES UL UL 1242 UL 467 UL 486A 486B UL 514A UL 651 UL 854 1 2 SYSTEM DESCRIPTION 2006 Reprint Jul 2007 Standard for Electrical Intermediate Metal Conduit Steel 2007 Grounding and Bonding Equipment 2003 Reprint Feb 2010 Wire Connectors 2004 Reprint Apr 2010 Metallic Outlet Boxes 2007 reprint Nov 2010 Electrical Rigid Metal Conduit Steel 2011 Standard for Schedule 40 and 80 Rigid PVC Conduit and Fittings 2004 Reprint Sep 2011 Standard for Service Entrance Cables Items provided under this section shall be specifically s
265. SSIMILAR MATERIALS 3 251 Aluminum End of Section Table of Contents SECTION 08 91 00 Page 1 NSA 03 RJ000081J 5 55 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNI SECTION 08 91 00 METAL WALL LOUVERS PART 1 GENERAL 1 3 REFERENCES EL OAHU HI NSA 03 RJ000081J The publications listed below form a part of this specification to the xtent referenced basic des ignation only AIR MOV AMCA 500 AMCA 511 ALUMINUM ASSOCIATION DAF45 AAMA AAMA 611 ASTM INTERNATIONAL ASTM ASTM 2 2603 2605 209 221 2007 Dampers for Rating 2010 Control Devices AA 2003 ENT AND CONTROL ASSOCIATION INTERNATIONAL Reaffirmed 2009 for Aluminum Finishes 2002 ERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION AAMA Voluntary Specification The publications are referred to within the text by the AMCA Laboratory Methods of Testing Certified Ratings Program for Air Designation System Performance Requirements and Test Procedures for Pigmented Organic Coatings on Aluminum 2005 Voluntary Specification Extrusions and Panels Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels 1998 R 2004 Anodized Architectu
266. ST AST AST ASTM ASTM ASTM R B16 50 B31 B31 B40 100 SEC I ASTM INTERNATIONAL A105 A105M A183 A193 A193M A515 A515M A516 A516M 74 B32 B370 B813 B88 C564 D1248 E PUMP R NSA 03 EPLACE RJ000081J X ECT ON 22 00 00 NG 9 KUNIA TUNNEL OAHU HI NPS 1 2 Through NPS 24 Metric Inch Standard 2001 R 2008 Wrought Copper and Copper Alloy Braze Joint Pressure Fittings 2010 Power Piping 2010 Refrigeration Piping and Heat Transfer Components 2005 R 2010 Attachments Pressure Gauges and Gauge 2010 BPVC Section IX Welding and Brazing Qualifications ASTM 2011a Standard Specification for Carbon Steel Forgings for Piping Applications 2003 R 2009 Standard Specification for Carbon Steel Track Bolts and Nuts 2011a Standard Specification for Alloy Steel and Stainless Steel Bolting Materials for High Temperature Service and Other Special Purpose Applications 2010 Standard Specification for Pressure Vessel Plates Carbon Steel for Intermediate and Higher Temperature Service 2010 Standard Specification for Pressure Vessel Plates Carbon Steel for Moderate and Lower Temperature Service 2009 Standard Specification for Cast Iron Soil Pipe and Fittings 2008 Metal Standard Specification for Solder 2011 Standa
267. ST IN PLACE CONCRETE PART 1 GENERAL 1 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AASHTO AASHTO M 182 2005 R 2009 Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats AMERICAN CONCRETE INSTITUTE INTERNATIONAL ACI ACI MCP 1 2012 Manual of Concrete Practice Part 1 ACI MCP 2 2012 Manual of Concrete Practice Part 2 ACI MCP 3 2012 Manual of Concrete Practice Part 3 4 2012 Manual of Concrete Practice Part 4 AMERICAN HARDBOARD ASSOCIATION AHA AHA A135 4 1995 R 2004 Basic Hardboard AMERICAN WELDING SOCIETY AWS AWS D1 4 D1 4M 2011 Structural Welding Code Reinforcing Steel ASTM INTERNATIONAL ASTM ASTM A185 A185M 2007 Standard Specification for Steel Welded Wire Reinforcement Plain for Concrete ASTM A496 A496M 2007 Standard Specification for Steel Wire Deformed for Concrete Reinforcement ASTM A497 A497M 2007 Standard Specification for Steel Welded Wire Reinforcement Deformed for Concrete ASTM A615 A615M 2009b Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement ASTM A706 A706M 2009b Standard
268. Specification for SECTION 03 30 00 Page 5 NAS CSS FIRE PUMP R ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM NSA 03 A82 A82M C1107 C1107M C1260 C1293 C143 C143M C150 C150M C171 C172 C172M C192 C192M C233 C233M C295 C295M C309 C31 C31M C314 C33 C33M C39 C39M EPLACE SECT LDING 9 KUNIA TUNNEL OAHU HI RJ000081J Low Alloy Steel Deformed and Plain Bars for Concrete Reinforcement 2007 Standard Specification for Steel Wire Plain for Concrete Reinforcement 2011 Standard Specification for Packaged Dry Hydraulic Cement Grout Nonshrink 2007 Standard Test Method for Potential Alkali Reactivity of Aggregates Mortar Bar Method 2001 Test Method for Concrete Aggregates by Determination of Length Change of Concrete Due Alkali Silica Reaction 20108 Standard Test Method for Slump of Hydraulic Cement Concrete 2011 Standard Specification for Portland Cement 2011 Standard Test Method for Water Retention by Concrete Curing Materials 2007 Standard Specification for Sheet Materials for Curing Concrete 2010 Standard Practice for Sampling Freshly Mixed Concrete 2007 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory 2011
269. T BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 M PIPE HANGERS INSERTS AND SUPPORTS Pipe hangers inserts and supports shall conform to MSS SP 58 and MSS SP 69 3 VALVES Wall Faucets Wall faucets with vacuum breaker backflow preventer shall be brass with 3 4 inch male inlet threads hexagon shoulder and 3 4 inch hose connection Faucet handle shall be securely attached to stem 4 BACKFLOW PREVENTERS Backflow prevention devices must be approved by the State or local regulatory agencies If there is no State or local regulatory agency requirements the backflow prevention devices must be listed by the Foundation for Cross Connection Control amp Hydraulic Research or any other approved testing laboratory having equivalent capabilities for both laboratory and field evaluation of backflow prevention devices and assemblies Reduced pressure principle assemblies double check valve assemblies atmospheric nonpressure type vacuum breakers and pressure type vacuum breakers shall be meet the above requirements Backflow preventers with intermediate atmospheric vent shall conform to ASSE 1012 Reduced pressure principle backflow preventers shall conform to ASSE 1013 Hose connection vacuum breakers shall conform to ASSE 1011 Pipe applied atmospheric type vacuum breakers shall conform to ASSE 1001 Pressure vacuum
270. T WIDTH JOINT DEPTH Minimum Maximum For metal or other nonporous surfaces 1 4 inch minimum 1 4 inch 1 4 inch over 1 4 inch 1 2 of width Equal to width For concrete or masonry 1 4 inch minimum 1 4 inch over 1 4 inch to 1 2 inch Equal to width b Unacceptable Ratios Where joints of acceptable width to depth ratios have not been provided clean out joints to acceptable depths and grind or cut to acceptable widths without damage to the adjoining work Grinding is not required on metal surfaces 372352 Masking Tape Place masking tape on the finish surface on one or both sides of a joint cavity to protect adjacent finish surfaces from primer or sealant smears Remove masking tape within 10 minutes after joint has been filled and tooled 3 3 3 Backstops Install backstops dry and free of tears or holes Tightly pack the back or bottom of joint cavities with backstop material to provide a joint of the depth specified 3 3224 Primer Immediately prior to application of the sealant clean out loose particles from joints Where recommended by sealant manufacturer apply primer to joints in concrete masonry units and other porous surfaces in accordance with sealant manufacturer s instructions Do not apply primer to exposed SECTION 07 92 00 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 finish
271. TTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Fabrication Drawings for concrete formwork must be submitted by the Contractor in accordance with paragraph entitled Shop Drawings of this section to include the following Special Construction Reinforcing steel Reproductions of contract drawings are unacceptable Provide erection drawings for concrete that show placement of SECTION 03 30 00 Page 8 NSA 03 NAS CSS F RE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J reinforcement and accessories with reference to the contract drawings SD 03 Product Data Materials for curing concrete Joint sealants Submit manufacturer s product data indicating VOC content Manufacturer s catalog data for the following items must include printed instructions for admixtures bonding agents epoxy resin adhesive binders waterstops and liquid chemical floor hardeners Joint filler Cement Portland Cement Ready Mix Concrete Vapor retarder Bonding Materials Floor Finish Materials Concrete Curing Materia
272. TUTE OF STANDARDS AND TECHNOLOGY NIST I NIST PS 1 2009 DOC Voluntary Product Standard PS 1 07 Structural Plywood U S DEPARTMENT OF COMMERCE DOC DOC NIST PS1 1995 Construction and Industrial Plywood with Typical APA Trademarks U S GENERAL SERVICES ADMINISTRATION GSA FS SS S 200 Rev E Am 1 Notice 1 Sealant Joint Two Component Jet Blast Resistant Cold Applied for Portland Cement Concrete Pavement 1 2 DEFINITIONS a Cementitious material as used herein must include all portland cement pozzolan fly ash and ground granulated blast furnace slag o Exposed to public view means situated so that it can be seen from eye level from a public location after completion of the building A public location is accessible to persons not responsible for operation or maintenance of the building C Chemical admixtures are materials in the form of powder or fluids that are added to the concrete to give it certain characteristics not obtainable with plain concrete mixes d Workability or consistence is the ability of a fresh plastic concrete mix to fill the form mould properly with the desired work vibration and without reducing the concrete s quality Workability depends on water content chemical admixtures aggregate shape and size distribution cementitious content and age level of hydration T3 SUBMI
273. UNNEL OAHU HI RJ000081J 22 59 Special Precautions for Installation of Foam Insulation 3 2 2 1 Polyisocyanurate Insulation Where polyisocyanurate foam board insulation is provided install 5 8 inch thick glass mat gypsum roof board or 3 4 inch thick expanded perlite board insulation over top surface of foam board insulation Stagger joints of insulation with respect to foam board insulation below E PROTECTION 23r Protection of Applied Insulation Completely cover each day s installation of insulation with the finished roofing specified in 07 52 25 ELASTOMERIC SHEET ROOFING on same day Do not permit phased construction Do not permit storing walking wheeling or trucking directly on insulation or on roofed surfaces Provide smooth clean board or plank walkways runways and platforms near supports as necessary to distribute weight to conform to indicated live load limits of roof construction Exposed edges of the insulation shall be protected by cutoffs at the end of each work day or whenever precipitation is imminent 22 2 Damaged Work and Materials Restore work and materials that become damaged during construction to original condition or replace with new materials 4 INSPECTION The Contractor shall establish and maintain an inspection procedure to assure compliance of the installed roof insulation with th
274. URFACI VERY AND STORAGE GRADING AND MARKING Lumber Preservative Treated Lumber NG MOIS TURE CONTENT t 5 PART 2 2 2 NNER 1 wood 22 ERVATIVE TREATMENT New Construction QUALITY ASSURANCE Certificates of Grade PRODUCTS MATERIALS OTHER MATERIALS Miscellaneous Wood Members Ju Nonstress Graded Members 2 x WWW CO 2 S 4 PART 3 EXE 3 1 INST ocking ROUGH HARDWARE Bolts Nuts and Studs Anchor Bolts Expansion Shields Nails CUTION ALLATION MISC ELLANEOUS 34231 342232 9 59 Ww End of Se Wood Roof Nailers Edge Strips 1 Roof Edge Strips Wood Blocking TION TOLERANCES ction Table of Contents ECT ON 06 10 00 Crickets Curbs Page 1 NSA 03 HI RJ000081J and Cants NSA 03 I NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J PART 1 SECTION 06 10 00 ROUGH CARPENTRY GENERAL REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AMERICAN FOREST amp PAPER ASSOCIATION AF amp PA A
275. a uniform height within the pour section and vibrated thoroughly to fill all voids This first vibration shall follow immediately behind the pouring of the grout using an approved mechanical vibrator Aftera waiting period sufficient to permit the grout to become plastic but before it has taken any set the succeeding lift shall be poured and vibrated 12 to 18 inches into the preceding lift If the placing of the succeeding lift is going to be delayed beyond the period of workability of the preceding each lift shall be reconsolidated by reworking with a second vibrator as soon as the grout has taken its settlement shrinkage The waiting pouring and reconsolidation steps shall be repeated until the top of the pour is reached The top lift shall be reconsolidated after the SECTION 04 20 00 Page 16 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J required waiting period The high lift grouting of any section of wall between vertical grout barriers shall be completed to the top of a pour in one working day unless a new series of cleanout holes is established and the resulting horizontal construction joint cleaned High lift grout shall be used subject to the limitati ons in Table III TABLE III POUR HEIGHT AND TYPE OF GROUT FOR VARIOUS GROUT SPACE DIMENSIONS Maximum Grout Grout Grouting Hollow unit Masonr
276. ace of concrete wet by covering with water Continuous water spraying Covering concrete surface with specified absorptive cover for curing concrete saturated with water and keeping absorptive cover wet by water spraying or intermittent hosing Place absorptive cover to provide coverage of concrete surfaces and edges with a slight overlap over adjacent absorptive covers Moisture cover curing Accomplish moisture retaining cover curing by covering concrete surfaces with specified moisture retaining cover for curing concrete Place cover directly on concrete in widest practical width with sides and ends lapped at least 3 inches Weight cover to prevent displacement immediately repair tears or holes appearing during curing period by patching with pressure sensitive waterproof tape or other approved method Membrane curing Accomplish membrane curing by applying specified membrane forming curing compound to damp concrete surfaces as soon as moisture film has SECTION 03 30 00 Page 38 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J disappeared Apply curing compound uniformly in a two coat operation by power spraying equipment using a spray nozzle equipped with a wind guard Apply second coat in a direction at right angles to direction of first coat Total coverage for two coats must be not more than 200 square feet per gallon of curing compound
277. aces to receive fill or in excavated areas hall be removed and replaced with satisfactory materials as directed by he Contracting Officer The surface shall be scarified to a depth of 6 nches before the fill is started When subgrades are less than the pecified density the ground surface shall be broken up to a minimum depth f 6 inches pulverized and compacted to the specified density When the ubgrade is part fill and part excavation or natural ground the excavated r natural ground portion shall be scarified to a depth of 12 inches and ompacted as specified for the adjacent fill Material shall not be placed n surfaces that are muddy Compaction shall be accomplished by sheepsfoot rollers pneumatic tired rollers steel wheeled rollers or other approved equipment well suited to the soil being compacted Material shall be moistened or aerated as necessary to plus or minus 2 percent of optimum moisture to provide the moisture content that will readily facilitate obtaining the specified compaction with the equipment used Minimum subgrade density shall be as specified herein oangaononrdtnagd SECTION 31 23 00 00 20 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 5 BURIED WARNING AND IDENTIFICATION 6 BURIED DETECTION WIRE 4 FILLING AND BACKFILLING
278. adjacent concrete 3 11 2 4 Strength of Concrete Structure Compliance with the following is considered deficient if it fails to meet the requirements which control strength of structure in place including following conditions Failure to meet compressive strength tests as evaluated Reinforcement not conforming to requirements specified Concrete which differs from required dimensions or location in such a manner as to reduce strength Concrete curing and protection of concrete against extremes of temperature during curing not conforming to requirements specified Concrete subjected to damaging mechanical disturbances particularly load stresses heavy shock and excessive vibration Poor workmanship likely to result in deficient strength 5 Testing Concrete Structure for Strength When there is evidence that strength of concrete structure in place does SECTION 03 30 00 Page 40 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J I not meet specification requirements make cores drilled from hardened concrete for compressive strength determination in accordance with ASTM C42 C42M and as follows Take at least three representative cores from each member or area of concrete in place that is considered potentially deficient Location of cores will be determined by
279. ailed test procedures Scheduling of testing shall not be allowed until test procedures are approved Upon completion of the installation subject the system to functional and operational performance tests including tests of each installed initiating and notification appliance when required Tests shall include the meggering of system conductors to determine that the system is free from grounded shorted or open circuits Conduct the megger test prior to the installation of fire alarm equipment If deficiencies are found corrections shall be made and the system shall be retested to assure that it is functional After completing the preliminary testing complete and submit the NFPA 72 Certificate of Completion and Testing Form 46 2 Acceptance Test Acceptance testing shall not be performed until the Contractor has completed and submitted the Certificate of Completion Conduct testing in accordance with NFPA 72 The recommended tests in NFPA 72 are considered mandatory and shall verify that previous deficiencies have been corrected The Fire alarm Technician supervising the installation of the fire alarm system shall attend the testing of the system The test shall include all requirements of NFPA 72 and the following a Test of each circuit in both trouble and normal modes b Tests of each alarm initiating devices in both normal and trouble conditions c Tests of each control circuit an
280. ake at least three specimens of mortar each day Spread a layer of mortar 1 2 to 5 8 inch thick on the masonry units and allowed to stand for one minute Prepare and test the specimens for compressive strength in accordance with ASTM C780 Submit test results 2 2 Field Testing of Grout Field sampling and testing of grout shall be in accordance with the applicable provisions of ASTM C1019 minimum of three specimens of grout per day shall be sampled and tested Each specimen shall have a minimum ultimate compressive strength of 2500 psi at 28 days Submit test results 123 Efflorescence Test Test brick which will be exposed to weathering for efflorescence Schedule tests far enough in advance of starting masonry work to permit retesting if necessary Sampling and testing shall conform to the applicable provisions of ASTM C67 Units meeting the definition of effloresced will be subject to rejection Submit test results End of Section SECTION 04 20 00 Page 19 NAS CSS PART 1 RE PUMP REPLACE NG 9 5 ON TABLE DIVISION 06 WOOD 5 06 10 OF CONT PLASTICS AND COMPOS KUNIA TUNNEL OAHU Lj TS T 00 ROUGH CARPENTRY GENERAL REFERENCES SUBMITTALS DE 1 gt ze 4 2 SIZES AND S
281. all be 500 vol conductor and ground and between or cable RE PUMP R E PLAC EMENT BUILDING 9 KUNI the same trench duct trench duct R in megohms rated voltage in kV 1 3 8 ACC EPTANCE or conduit Each cable failing this test shall cable shall be retested until fail the equipment ts dc applied for one mi ll possible combinations with all other conductors The minimum value and prior NSA 03 A TUNNEL OAHU HI RJ000081J of insulation x 1000 length of be repaired or replaced lures have been eliminated to energization The test nute between each conductors in in the same shall be cable in feet The repaired Final acceptance of the facility will not be given until the Contractor has successfully completed all tests and after all defects in installation material or operation have been corrected End of Section SECT ON 33 70 02 00 10 Page 16
282. all not be less than 2 1 2 feet 321 214 Installation of Tracer Wire Install a continuous length of tracer wire for the full length of each run of nonmetallic pipe Attach wire to top of pipe in such manner that it will not be displaced during construction operations Connections to Existing Water Lines Make connections to existing water lines after approval is obtained and with a minimum interruption of service on the existing line Make connections to existing lines under pressure in accordance with the recommended procedures of the manufacturer of the pipe being tapped 35 12 Special Requirements for Installation of Water Mains 3 21 21 Installation of Ductile Iron Piping Unless otherwise specified install pipe and fittings in accordance with paragraph entitled General Requirements for Installation of Pipelines and with the requirements of AWWA C600 for pipe installation joint assembly valve and fitting installation and thrust restraint Jointing push on joints with the gaskets and lubricant specified for this type joint assemble in accordance with the applicable requirements of AWWA C600 for joint assembly Make mechanical joints with the gaskets glands bolts and nuts specified for this type joint assemble in accordance with the applicable requirements of AWWA C600 for joint assembly and the recommendations of Appendix A to AWW
283. allation workmanship warranty including flashing insulation in compliance with ASTM C1289 and accessories necessary for a watertight roof system construction Provide warranty directly to the Government and commence warranty effective date at time of Government s acceptance of the roof work The warrant must state that a If within the warranty period the roof system as installed for its intended use in the normal climate and environmental conditions of the facility becomes non watertight shows evidence of moisture intrusion within the assembly blisters splits tears delaminates Separates at the seams or shows evidence of excessive weathering due to defective materials or installation workmanship the repair or replacement of the defective and damaged materials of the roof system assembly and correction of defective workmanship are the responsibility of the roof membrane manufacturer All costs associated with the repair or replacement work are the responsibility of the roof membrane manufacturer b When the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification emergency temporary SECTION 07 52 25 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 repairs performed others does not void the warranty Damage to the roofing system caused by sustai
284. alleable iron heel plate or adapter f 24 may be used only on trapeze hanger systems or on fabricated frames 39 saddles shall be used on insulated pipe 4 inches and larger when the temperature of the medium is 60 degrees F or higher Type 39 saddles shall be welded to the pipe h 40 shields shall 1 used on insulated pipe less than 4 inches 2 Be used on insulated pipe 4 inches and larger when the temperature of the medium is 60 degrees F or less 3 Have a high density insert for all pipe sizes High density inserts shall have a density of 8 pcf or greater i Horizontal pipe supports shall be spaced as specified in MSS SP 69 and a support shall be installed not over 1 foot from the pipe fitting joint at each change in direction of the piping Pipe supports shall be spaced not over 5 feet apart at valves Operating temperatures in determining hanger spacing for PVC or CPVC pipe shall be 120 degrees F for PVC and 180 degrees F for CPVC Horizontal pipe runs shall include allowances for expansion and contraction j Vertical pipe shall be supported at each floor except at slab on grade at intervals of not more than 15 feet nor more than 8 feet from end of risers and at vent terminations Vertical pipe risers shall include allowances for expansion and contraction k Type 35 guides using steel reinforced polytetrafluoroethylene PTFE or graphite slides shal
285. ame manufacturer with the tolerances specified by the coupling manufacturer of grooves made in the field shall vernier or dial caliper couplings be comply The diameter and grooving tools shall Pipe and groove dimensions shall narrow land micrometer be measured using a go no go gauge or other method specifically approved by the coupling manufacturer for the intended Groove width and dimension of groove from end of pipe shall application be measured for each change i n grooving tool setup to verify compliance SECT ON 21 30 00 Page 22 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J with coupling manufacturer s tolerances Grooved joints shall not be used in concealed locations such as behind solid walls or ceilings unless an access panel is shown on the drawings for servicing or adjusting the joint 3 6 ELECTRICAL WORK Electric motor and controls shall be in accordance with NFPA 20 NFPA 72 and NFPA 70 unless more stringent requirements are specified herein or are indicated on the drawings Electrical wiring and associated equipment shall be provided in accordance with NFPA 20 Section 28 31 64 00 10 FIRE DETECTION AND ALARM SYSTEM ADDRESSABLE and Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM Provide wiring in rigid metal conduit or intermediate metal conduit excep
286. ance criteria of IAPMO PS 117 Sealing elements for copper press fittings shall be EPDM FKM or HNBR Sealing elements shall be factory installed or an alternative supplied fitting manufacturer Sealing element shall be selected based on manufacturer s approved application guidelines Copper tubing shall conform to ASTM B88 Type K L or M Heat fusion joints for polypropylene piping ASTM F2389 Miscellaneous Materials Miscellaneous materials shall conform to the following a b Copper Sheet and Strip for Building Construction ASTM B370 Asphalt Roof Cement ASTM D2822 D2822M Hose Clamps SAE J1508 Supports for Off The Floor Plumbing Fixtures ASME A112 6 1M Metallic Cleanouts ASME A112 36 2M Plumbing Fixture Setting Compound A preformed flexible ring seal molded from hydrocarbon wax material The seal material shall be nonvolatile nonasphaltic and contain germicide and provide watertight gastight odorproof and verminproof properties Coal Tar Protective Coatings and Linings for Steel Water Pipelines AWWA C203 Hypochlorites AWWA B300 Liquid Chlorine AWWA B301 Gauges Pressure and Vacuum Indicating Dial Type Elastic Element ASME 40 100 Thermometers ASTM El Mercury shall not be used in thermometers SECTION 22 00 00 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMEN
287. and ductwork 2 Supports and hangers 3 Miscellaneous metalwork and insulation coverings 1 11 4 Definitions and Abbreviations 15 245221 Qualification Testing Qualification testing is the performance of all test requirements listed in the product specification This testing is accomplished by MPI to qualify each product for the MPI Approved Product List and may also be accomplished by Contractor s third party testing lab if an alternative to Batch Quality Conformance Testing by MPI is desired 1 11 442 Batch Quality Conformance Testing Batch quality conformance testing determines that the product provided is the same as the product qualified to the appropriate product specification This testing shall only be accomplished by MPI testing lab 5 Rei ee Se Coating A film or thin layer applied to a base material called a substrate A coating may be a metal alloy paint or solid liquid suspensions on various substrates metals plastics wood paper leather cloth etc They may be applied by electrolysis vapor deposition vacuum or mechanical means such as brushing spraying calendaring and roller coating A coating may be applied for aesthetic or protective purposes or both The term coating as used herein includes emulsions enamels stains varnishes sealers epoxies and other coatings whether used as primer intermediate or finish coat The terms paint and coating are used interchangeab
288. and placed in storage from the weather excessive humidity and temperature variations dirt and dust or other contaminants Additionally all pipes shall be either capped or plugged until installed 16 SEQUENCING 1 6 1 Primary Fire Pump Primary fire pump shall automatically operate when the pressure drops to 110 psi Pump shall continue to run until shut down manually 1 6 2 Standby Fire Pump The standby fire pump shall operate if the pressure drops to 80 PSI indicating failure of the primary pump 226 23 Pressure Maintenance Pump Pressure maintenance pump shall operate when the system pressure drops to 115 psi Pump shall automatically stop when the system pressure reaches 125 SECTION 21 30 00 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J psi and after the pump has operated for the minimum pump run time specified herein bah EXTRA MATERIALS Submit Spare Parts data for each different item of equipment and material specified The data shall include a complete list of parts and supplies with current unit prices and source of supply anda list of parts recommended by the manufacturer to be replaced after 1 year and 3 years of service Include a list of special tools and test equipment required for maintenance and testing of the products supplied by the Contractor PART 2 PR
289. and true to bear evenly on supports Piping shall be free of traps shall not be embedded in concrete pavement and shall drain as indicated Make changes in direction with fittings except that bending of pipe 4 inches and smaller will be permitted provided a pipe bender is used and wide sweep bends are formed Mitering or notching pipe or other similar construction to form elbows or tees will not be permitted b The centerline radius of bends shall not be less than 6 diameters SECTION 33 52 10 Page 21 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J of the pipe Bent pipe showing kinks wrinkles flattening or other malformations will not be accepted When work is not in progress Securely close open ends of pipe and fittings with an expandable pipe plug so that water earth or other substances cannot enter the pipe or fittings For belowground piping the full length of each pipe shall rest solidly on the underlying pipe bed 2 FRP Piping Install FRP pipe in accordance with manufacturer s instructions 34254323 Exterior Containment Piping System Install exterior containment piping in accordance with manufacturer s instructions Do not assemble joints in an exterior containment piping system until the successful completion of the tests defined in paragraph FIELD QUALITY CONTROLS
290. ands and thrust blocks SECTION 21 30 00 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 3 7 one line schematic diagram indicating layout and sizes of all piping devices valves and fittings 8 A complete point to point connection drawing of the pump power control and alarm systems as well as interior wiring schematics of each controller Tank supports piping offsets fittings and any other accessories required shall be furnished as specified to provide a complete installation and to eliminate interference with other construction d Show detail plan view of the pump room including elevations and sections showing the fire pumps associated equipment and piping Submit working drawings on sheets not smaller than 24 by 36 inches include data for the proper installation of each system Show piping schematic of pumps devices valves pipe and fittings Provide an isometric drawing of the fire pump and all associated piping Show point to point electrical wiring diagrams Show piping layout and sensing piping arrangement Show engine fuel and cooling system Include 1 Pumps drivers and controllers 2 Hose valve manifold test header 3 Circuit diagrams for pumps 4 Wiring diagrams of each controller e Post operating instructions for pumps drivers controllers and flow meters f Fully
291. anged ball valve Strainer shall be equipped with a removable cover flanged end connections an air eliminator ports for connection of differential pressure sensor tube and arrows clearly cast on the strainer sides that indicate the direction of flow Strainers shall have a removable 60 mesh Type 316 stainless steel wire sediment screen The ratio of net effective strainer area to the area of the connecting pipe shall be not less than 3 to 1 SECTION 33 52 10 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 4 7 Thermometers Thermometer shall be the analog dial type bimetallic actuated type that conforms to ASME 40 200 Thermometer shall have 5 inches diameter dial a hermetically sealed stainless steel case a stainless steel stem a safety glass face a fixed threaded connection and a scale range as indicated Thermometer accuracy shall be within one percent of the scale range 4 8 Pressure Gauge Gauge shall be the single style type that conform to ASME B40 100 Gauge shall have a 4 1 2 inches dial a stainless steel case and tube a stainless steel ball valve pressure snubbers and a scale range as indicated Gauge shall be liquid filled with glycerin or silicone 4 9 Pipe Hangers and Supports Hangers and supports shall be the adjustable type conforming to MSS SP 58 and
292. ansion joints and other conspicuous lines In 20 feet 1 4 inch Variations from the level for exposed lintels sills parapets horizontal grooves and other conspicuous lines In 20 feet 1 4 inch Variation from level for bed joints and top surfaces of bearing walls Plus 1 2 inch 2245 Cutting and Fitting Full units of the proper size shall be used wherever possible in lieu of cut units Cutting and fitting including that required to accommodate the work of others shall be done by masonry mechanics using power masonry saws Concrete masonry units may be wet or dry cut Wet cut units before being placed in the work shall be dried to the same surface dry appearance as uncut units being laid in the wall Cut edges shall be clean true and sharp Openings in the masonry shall be made carefully so that wall plates cover plates or escutcheons required by the installation will completely conceal the openings and will have bottoms parallel with the masonry bed joints Reinforced masonry lintels shall be provided above openings over 12 inches wide for pipes ducts cable trays and other wall penetrations unless steel sleeves are used SECTION 04 20 00 Page 12 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 2 6 Jointing Joints shall be tooled when the mortar is thumbprint hard Horizontal joint
293. ant changes or modifications in the equipment or system are made under the terms of the contract provide additional instruction to acquaint the operating personnel with the changes or modifications 9 ACCESSIBILITY OF EQUIPMENT Install all work so that parts requiring periodic inspection operation maintenance and repair are readily accessible Install concealed valves expansion joints controls dampers and equipment requiring access in locations freely accessible through access doors PART 2 PRODUCTS 2 1 Materials Materials for various services shall be in accordance with TABLES I and Steel pipe shall contain a minimum of 25 percent recycled content with a minimum of 16 percent post consumer recycled content Pipe schedules shall be selected based on service requirements Pipe fittings shall be compatible with the applicable pipe materials Plastic pipe fittings and solvent cement shall meet NSF ANSI 14 and shall be NSF listed for the service intended Plastic pipe fittings and solvent cement used for potable hot and cold water service shall bear the NSF seal NSF PW Polypropylene pipe and fittings shall conform to dimensional requirements of Schedule 40 Iron Pipe size and shall comply with NSF ANSI 14 NSF ANSI 61 and ASTM F2389 Polypropylene piping that will be exposed to UV light shall be provided with a Factory applied UV resistant coating Pipe threads except dry seal
294. approval signed and dated by the Fire Protection Specialist when submitted to the Government 3 INSPECTION BY FIRE PROTECTION SPECIALIST The Fire Protection Specialist shall periodically perform a thorough inspection of the fire pump installation including visual observation of the pump while running to assure that the installation conforms to the contract requirements There shall be no excessive vibration leaks oil or water unusual noises overheating or other potential problems Inspection shall include piping and equipment clearance access supports and guards Any discrepancy shall be brought to the attention of the Contracting Officer in writing no later than three working days after the discrepancy is discovered The Fire Protection Specialist shall witness the preliminary and final acceptance tests and after completion of the inspections and a successful final acceptance test shall sign test results and certify in writing that the installation the fire pump installation is in accordance with the contract requirements 4 INSTALLATION REQUIREMENTS Carefully remove materials so as not to damage material which is to remain Replace existing work damaged by the Contractor s operations with new work of the same construction Equipment materials workmanship fabrication assembly erection installation examination
295. are damaged during performance of the work c Existing coated surfaces that are work Exterior Painting Includes new surfaces of the building existing coated surfaces made bare by Interior Painting Includes new surfaces of the building existing coated surfaces made bare by or surface is indicated to be painted Painting Excluded a Surfaces concealed and made inaccessible by panelboards and equipment fixed in place ductwork machinery b Surfaces in concealed spaces spaces and chases c Steel to be embedded in concrete d Copper stainless steel SECT aluminum brass ON 09 90 00 damaged during performance of the and appurtenances Also included are cleaning operations and appurtenances as indicated and cleaning operations Where a space Do not paint the following unless indicated otherwise fixed Concealed spaces are defined as furred and lead except existing Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J coated surfaces e Hardware fittings and other factory finished items T 113 3 Mechanical and Electrical Painting Includes field coating of interior and exterior new surfaces a Where a space or surface is indicated to be painted include the following items unless indicated otherwise 1 Exposed piping conduit
296. are made 31d 22 3 Compressive Strength Tests ASTM C39 C39M Make five test cylinders for each set of tests in accordance with ASTM C31 C31M Take precautions to prevent evaporation and loss of water from the specimen Test two cylinders at 7 days two cylinders at 28 days and hold one cylinder in reserve Take samples for strength tests of each mix design of concrete placed each day not less than once a day nor less than once for each 160 cubic yards of concrete nor less than once for each 5400 square feet of surface area for slabs or walls For the entire project take no less than five sets of samples and perform strength tests for each mix design of concrete placed Each strength test result must be the average of two cylinders from the same concrete sample tested at 28 days If the average of any three consecutive strength test results is less than f c or if any strength test result falls below f c by more than 450 psi take a minimum of three ASTM 42 42 core samples from the in place work represented by the low test cylinder results and test Concrete represented by core test is considered structurally adequate if the average of three cores is equal to at least 85 percent of f c and if no single core is less than 75 percent of f c Retest locations represented by erratic core strengths Remove concrete not meeting strength criteria and provide new acceptable concrete Repair core holes with nonshrink grout Match color and finish of
297. arm panel shall be rated for the ambient conditions in the fire pump house The system shall be tested and validated during the fire pump testing ECT ON 28 31 64 00 10 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J procedures Testing shall include 1 Calibration of tank levels 2 Simulation of low level alarms 3 Verification of fire alarm signals to the fire pump building fire alarm system PART 3 EXECUTION 3 1 EXAMINATION After becoming familiar with details of the work verify dimensions in the field and advise the Contracting Officer of any discrepancy before performing the work S02 INSTALLATION Install all work as shown in accordance with NFPA 70 and NFPA 72 and in accordance with the manufacturer s diagrams and recommendations unless otherwise specified Smoke detectors shall not be installed until construction is essentially complete and the building has been thoroughly cleaned Power Supply for the System Provide a single dedicated circuit connection for supplying power from a branch circuit to each building fire alarm system The power shall be supplied as shown on the drawings The power supply shall be equipped with a locking mechanism and marked in red with the words FIRE ALARM CIRCUIT CONTROL 342 2 Wiring Condui
298. ate recommended by manufacturer Apply bonding adhesive to both the underside of the membrane and the substrate surface A greater quantity of bonding adhesive may be required based upon the substrate surface conditions 9 Prevent seam contamination by keeping the adhesive application a few inches back from the seam area 10 Adhere approximately one half of the membrane sheet at a time One half of the sheet s length shall be folded back in turn to allow for adhesive application Lay membrane into adhesive once the bonding adhesive is tacky to the touch 11 Roll membrane with a water filled lawn roller to ensure complete bonding between adhesive and membrane 12 Heat weld membrane laps together Welds shall be continuous without voids or partial welds Welds shall be free of burns and Scorch marks 13 Weld width shall be a minimum of 1 1 2 inch in width for automatic machine welding Weld width shall be a minimum 2 inches width for hand welding 14 Cut edges of reinforced membrane shall be sealed with cut edge sealant 15 Provide supplemental membrane attachment at the base of all walls and curbs and at locations of deck angle changes in excess of five angle degrees 1 inch in 12 inches 16 Temporary Work Install temporary cutoffs around incomplete edges of roofing assembly at the end of each day s work and when work must be postponed due to inclement weather Temporary cutoffs provide p
299. ate Board ASTM C1289 Type I foil faced both sides or Type fibrous felt or glass mat membrane both sides except minimum compressive strength shall be 20 pounds per square inch psi b Composite Boards ASTM C1289 Type perlite insulation board faced one side fibrous felt or glass fiber mat membrane on other side c Cellular Glass Boards ASTM C552 Type IV SECTION 07 22 00 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 70000810 5 208 Grade 1 or 2 roof insulating board treated with sizing wax or bituminous impregnation Bituminous impregnation shall be 22 PROTECTION BOARD 23 ROOF INSULATION ADHESIVE limited to 4 percent by weight when used over steel decks Maximum board size 4 feet by 4 feet 1 2 Insulation Thickness As necessary to provide a thermal resistance R value of 15 or more Thickness shall be based on the R value for aged insulation For use as a protection board for adhesively applied roofing membrane over roof insulation Adhesive shall be asbestos free solvent free waterproof non emulsifying single component polyurethane type compatible with the insulation and substrate as recommended by the adhesive and roof insulation manufacturer specifically designed for adhering ins
300. ate equipment that has performed satisfactorily at least two years prior to bid opening Standard products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening The 2 year use shall include applications of equipment and materials under similar circumstances and of similar size The product shall have been for sale on the commercial market through advertisements manufacturers catalogs or brochures during the 2 year period 2322 Alternative Qualifications Products having less than a two year field service record will be acceptable if a certified record of satisfactory field operation for not less than 6000 hours exclusive of the manufacturer s factory or laboratory tests can be shown 235 2 Service Support The equipment items shall be supported by service organizations Submit a certified list of qualified permanent service organizations for support of the equipment which includes their addresses and qualifications These service organizations shall be reasonably convenient to the equipment installation and able to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract SEEN Manufacturer s Nameplate Each item of equipment shall have a nameplate bearing the manufacturer s name address model number and serial number securely affixed in a conspicuous place the nameplate of the distributing agent wi
301. ates for Welder Qualifications that are in accordance with the paragraph entitled section Welding Procedures 4 MODIF Accomplish CAT work in accordance with ACI ON OF R EFERENCES Qualifications for Welding Work of this publications except as modified SECTION 03 30 00 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J herein Consider the advisory or recommended provisions to be mandatory Interpret reference to the Building Official the Structural Engineer and the Architect Engineer to mean the Contracting Officer 5 DELIVERY STORAGE AND HANDLING Do not deliver concrete until vapor retarder forms reinforcement embedded items and chamfer strips are in place and ready for concrete placement ACI MCP 2 for job site storage of materials Protect materials from contaminants such as grease oil and dirt Ensure materials can be accurately identified after bundles are broken and tags removed Do not store concrete curing compounds or sealers with materials that have a high capacity to adsorb volatile organic compound VOC emissions Do not store concrete curing compounds or sealers in occupied spaces 2522 Reinforcement Store reinforcement of different sizes and shapes in separate piles or racks raised above the gro
302. ather watertight with provisions for expansion and contraction Make surfaces to receive sheet metal plumb and true clean even smooth dry and free of defects and projections For installation of items not shown in detail or not covered by specifications conform to the applicable requirements of SMACNA 1793 Architectural Sheet Metal Manual Provide SECTION 07 60 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J sheet metal flashing in the angles formed where roof decks abut walls curbs ventilators pipes or other vertical surfaces and wherever indicated and necessary to make the work watertight Join sheet metal items together as shown in Table II 3 1 2 Nailing Confine nailing of sheet metal generally to sheet metal having a maximum width of 18 inch Confine nailing of flashing to one edge only Space nails evenly not over 3 inch on center and approximately 1 2 inch from edge unless otherwise specified or indicated Face nailing will not be permitted Where sheet metal is applied to other than wood surfaces include in shop drawings the locations for sleepers and nailing strips required to secure the work 3215453 Cleats Provide cleats for sheet metal 18 inch and over in width Space cleats evenly not over 12 inch on center unless otherwise specified or indicated Unless otherwise specified
303. ation into the work Each entry shall include an item number the quantity of items proposed and the name of the manufacturer of each such item b Where materials or equipment are specified to conform to the standards of the Underwriters Laboratories UL or to be constructed or tested or both in accordance with the standards of the American National Standards Institute ANSI the Institute of Electrical and Electronics Engineers IEEE or the National Electrical Manufacturers Association NEMA submit proof that the items provided conform to such requirements The label of or listing by UL will be acceptable as evidence that the items conform Either a certification or a published catalog specification data statement to the effect that the item is in accordance with the referenced ANSI or IEEE standard will be acceptable as evidence that the item conforms A similar certification or published catalog specification data statement to the effect that the item is in accordance with the referenced NEMA standard by a company listed as a member company of NEMA will be acceptable as evidence that the item conforms lieu of such certification or published data the Contractor may submit a certificate from a recognized testing agency equipped and SECTION 33 70 02 00 10 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUN
304. ators to transport concrete inside forms Insert and withdraw vibrators vertically at uniformly spaced points not farther apart than visible effectiveness of machine Do not insert vibrator into lower courses of concrete that have begun to set At each insertion limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of concrete mix Do not start placing of concrete in supporting elements until concrete previously placed in columns and walls is no longer plastic and has been in place a minimum of 2 hours 7 9 Placing Concrete Slabs Place and consolidate concrete for slabs in a continuous operation within the limits of approved construction joints until placing of panel or section is completed During concrete placing operations consolidate concrete by mechanical vibrating equipment so that concrete is worked around reinforcement and other embedded items and into corners Consolidate concrete placed in beams and girders of supported slabs and against bulkheads of slabs on ground by mechanical vibrators as specified Consolidate concrete in remainder of slabs by vibrating bridge screeds roller pipe screeds or other approved method Limit consolidation operations to time necessary to obtain consolidation of concrete without bringing an excess of fine aggregate to the surface Concrete to be consolidat
305. attain a set sufficient for floating and supporting the weight of the finisher and equipment If bleedwater is present prior to floating the surface drag the excess water off or remove by absorption with porous materials Do not use dry cement to absorb bleedwater 91 Scratched Use for surfaces intended to receive bonded applied cementitious applications After the concrete has been placed consolidated struck off and leveled to a Class C tolerance as defined below roughen the surface with stiff brushes of rakes before final set 69 9 2 Floated Use for surfaces to receive roofing and exterior slabs where not otherwise specified After the concrete has been placed consolidated struck off and leveled do not work the concrete further until ready for floating Whether floating with a wood magnesium or composite hand float with a bladed power trowel equipped with float shoes or with a powered disc float must begin when the surface has stiffened sufficiently to permit the operation During or after the first floating check surface with a 10 foot straightedge applied at no less than two different angles one of which is perpendicular to the direction of strike off Cut down high spots and fill low spots during this procedure to produce a surface level within 1 4 inch in 10 feet 290 22 Steel Troweled Use for floors intended as walking surfaces First provide a floated finish Next the finish must be p
306. ave been inspected and approved Do not place concrete when weather conditions prevent proper placement and consolidation in uncovered areas during periods of precipitation or in standing water Prior to placing concrete remove dirt construction debris water snow and ice from within the forms Deposit concrete as close as practicable to the final position in the forms Do not exceed a free vertical drop of 3 feet from the point of discharge Place concrete in one continuous operation from one end of the structure towards the other Position grade stakes on 10 foot centers maximum in each direction when pouring interior slabs and on 20 foot centers maximum for exterior slabs e General Placing Requirements Deposit concrete continuously or in layers of such thickness that no concrete is placed on concrete which has hardened sufficiently to cause formation of seams or planes of weakness within the section If a section cannot be placed continuously provide construction joints as specified Perform concrete placing at such a rate that concrete which is being integrated with fresh concrete is still plastic Deposit concrete as nearly as practical in its final position to avoid segregation due to rehandling or flowing Do not subject concrete to procedures which cause segregation Concrete to receive other construction must be screeded to proper level to avoid excessive skimming or grouting
307. be stainless steel Inner valve pallet assemblies shall have a knife edged drip ring around the periphery of the pallet to preclude condensation collection at the seats Pallet seat inserts shall be of a material compatible with the fuel specified to be stored Valve intake shall be covered with a 40 mesh stainless steel wire screen 2 5 9 Foot Valve Valve shall be the self activating double poppet shutoff type that prevents fuel flow from reversing Valve shall conform to NFPA 30 Valve body shall be constructed of either cast steel or aluminum Valve shall be provided with a minimum 20 mesh stainless steel screen on the intake Valve seats shall be the replaceable type Valve shall be capable of passing through a 3 inches pipe or tank flange 2 5 10 Tank Overfill Prevention Valve Valve shall be the two stage float activated shutoff type that is an integral part of the drop tube used for gravity filling The first stage shall restrict the flow of fuel into the tank to approximately 5 gpm when the liquid level rises above 90 percent of tank capacity The second stage SECTION 33 52 10 Page 18 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J shall completely stop the flow of fuel into the tank when the liquid level rises above 95 percent of tank capacity Valve shall be
308. be shielded from the effects of High altitude Electromagnetic Pulse HEMP 1432 Restrictions Applicable to Nonmetallic Conduit a PVC Schedule 40 and PVC Schedule 80 1 Do not use in areas where subject to severe physical damage including but not limited to mechanical equipment rooms electrical equipment rooms hospitals power plants missile magazines and other such areas 2 Do not use in hazardous classified areas 3 Do not use in fire pump rooms SECTION 26 20 00 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 20000810 4 Do not use penetrating fire rated walls or partitions or fire rated floors 5 Do not use above grade except where allowed in this section for rising through floor slab or indicated otherwise 6 Do not use when the enclosed conductors must be shielded from the effects of High altitude Electromagnetic Pulse HEMP 3532353 Restrictions Applicable to Flexible Conduit Use only as specified in paragraph FLEXIBLE CONNECTIONS Do not use when the enclosed conductors must be shielded from the effects of High altitude Electromagnetic Pulse 3222324 Underground Conduit Other Than Service Entrance Plastic coated rigid steel plastic coated steel IMC PVC Type EPC 40 Plastic coating shall extend minimum 6 inches above floor 3 1 535
309. be used but not less than 5 25 inches in diameter The box shall be coated with bituminous coating cast iron or ductile iron cover with the word WATER cast on the cover shall be provided for each box 2 4 4 Gate Valve and Indicator Posts Gate valves for underground installation shall be of the inside screw type with counterclockwise rotation to open Where indicating type valves are shown or required indicating valves shall be gate valves with an approved indicator post of a length to permit the top of the post to be located 3 feet above finished grade Gate valves and indicator posts shall be provided with one coat of primer and two coats of red enamel paint and shall be listed in UL Fire Prot Dir or FM APP GUIDE 2 4 5 Buried Utility Warning and Identification Tape Detectable aluminum foil plastic backed tape or detectable magnetic plastic tape manufactured specifically for warning and identification of buried piping shall be provided for all buried piping Tape shall be detectable by an electronic detection instrument Tape shall be provided in rolls 3 inches minimum width color coded for the utility involved and imprinted in bold black letters continuously and repeatedly over the entire tape length Warning and identification shall be CAUTION BURIED WATER PIPING BELOW or similar wording Code and lettering shall be permanent and unaffected by moisture and other substances contained in the trench bac
310. ble Coordinate the work of the system manufacturer s service personnel during construction testing calibration specified herein shall be designed and acceptance of the system Equipment and piping to handle a working pressure of 275 psig at 100 deg Equipment specified to be handled 1 Related Sections R ES The publications listed below form xtent referenced The publication herein shall be compatible with the fuel a part of this specification to the S are referred to within the text by the basic designation only AMERICAN PETROLEUM INSTITUTE API API RP 1110 2007 Pressure Testing of Steel Pipelines for the Transportation of Gas Petroleum Gas Hazardous Liquids Highly Volatile Liquids or Carbon Dioxide API Spec 5L 2007 Errata 2009 Addenda 1 2009 Addenda 2 2010 Addendum 2 2011 Addendum 3 2011 44th Ed Specification for Line Pipe API Spec 6D 2008 Errata 1 2008 Errata 2 2008 Errata 3 2009 Addendum 1 2009 Errata 4 2010 Errata 5 2010 Errata 6 2011 Addendum 2 2011 Specification for Pipeline Valves API Std 594 2010 Check Valves Flanged Lug Wafer and Butt Welding AMERICAN WATER WORKS ASSOCIATION AWWA AWWA C209 2006 Cold Applied Tape Coatings for the Exterior of Special Sections Connections and Fitting for Steel Water Pipelines ON 33 ECT
311. by the panel 1 5 TECHNICAL DATA AND COMPUTER SOFTWARI E Technical data and computer software meaning technical data which relates to computer software which is specifically identified in this project and which may be defined required in other specifications shall be delivered strictly in accordance with the CONTRACT CLAUSES and in accordance with the Contract Data Requirements List DD Form 1423 Data delivered shall identified by reference which it is furnished CO the particular specification paragraph against Data to be submitted shall include complete system equipment and software descriptions Descriptions shall show how the equipment will operate as a system to meet the performance requirements of this contract The data package shall also include the following a Identification of programmable portions of system equipment and capabilities b Description of system revision and expansion capabilities and methods of implementation detailing both equipment and software requirements c Provision of operational software data on all modes of programmable portions of the fire alarm and detection system d Description of Fire Alarm Control Panel equipment operation e Description of auxiliary and remot quipment operations f Library of application software g Operation and maintenance manuals as specified in SD 19 of
312. c Coated Steel Conduit Conduit Date Metallic Tubing KUNIA TUNNEL OAHU HI OV Fittings for 1 Fittings 2 Fittings Fittings for Liquid Tight Metal Conduit for Rigid Meta for EMT Rigid Nonmetallic Conduit Flexible Nonmetallic Conduit OUTLET Conductors Insulation BOXES AND CABINETS JUNCTI IRES AND CABLES COVERS BOXES ANI BE inimum Conductor Sizes Color Coding Bonding Conductors ible Metal Conduit and Flexible Metal Conduit Conduit and IMC EMT 7 D PULL BOXES SPLICES AND TERMINATION COMPONENTS DEVICE PLATES SWITCHES RECEPTACLES 41 Toggle Switches 22 Disconnect Switches zu Weatherproof Receptacles 2 Ground Fault Circuit 1 Interrupter Receptacles SECT ON 26 20 00 Page 1 Steel NSA 03 RJ000081J NAS CSS N N 11 RE PUMP REPLACEMENT BU 10 ENCLOSEI MANUAL PANEL C NO A 0 LDING BOARDS Enclosure Panelboard Buses Circuit Breakers Multipole Breakers 3 1 3 2 2 3 14 5 H GROUNI 9 KUNIA TUNNEL OAHU HI Circuit Breakers for HVAC Equipment AZARDOUS LOCATIONS 6 2 17
313. cated Grade bottom of trenches to provide uniform support for each section of pipe after pipe bedding placement Tamp if necessary to provide a firm pipe bed Recesses shall be excavated to accommodate bells and joints so that pipe will be uniformly supported for the entire length Rock where encountered shall be excavated to a depth of at least 6 inches below the bottom of the pipe 352 3 Excavated Materials Satisfactory excavated material required for fill or backfill shall be placed in the proper section of the permanent work required or shall be separately stockpiled if it cannot be readily placed Satisfactory material in excess of that required for the permanent work and all unsatisfactory material shall be disposed of as specified in Paragraph DISPOSITION OF SURPLUS MATERIAL Seas Final Grade of Surfaces to Support Concrete Excavation to final grade shall not be made until just before concrete is to be placed Only excavation methods that will leave the foundation rock in a solid and unshattered condition shall be used Approximately level surfaces shall be roughened and sloped surfaces shall be cut as indicated into rough steps or benches to provide a satisfactory bond Shales shall be protected from slaking and all surfaces shall be protected from erosion resulting from ponding or flow of water 3 3 SUBGRADE PREPARATION nsatisfactory material in surf
314. ce that will review the submittal for the Government The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 03 Product Data Piping Materials Water distribution main piping fittings joints valves and coupling Indicator posts SECTION 33 11 00 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Valve boxes Submit manufacturer s standard drawings or catalog cuts except submit both drawings and cuts for push on and rubber gasketed bell and spigot joints Include information concerning gaskets with submittal for joints and couplings SD 06 Test Reports Bacteriological Disinfection Test results from commercial laboratory verifying disinfection SD 07 Certificates Water distribution main piping fittings joints valves and coupling Water service line piping fittings joints valves and coupling Lining Certificates shall attest that tests set forth in each applicable referenced publication have been performed whether specified in that publication to be mandatory or otherwise and that production control tests have been performed at the intervals or frequency specified in the publication Other tests shall have been performed within 3 years of the date of submittal of certificates on the same type class grade and size of material as is being provided for
315. cess flooring Apply the sealer hardener in accordance with manufacturer s recommendations Seal or cover joints and openings in which joint sealant is to be applied as required by the joint sealant manufacturer Do not apply the sealer hardener until the concrete has been moist cured and has aged for a minimum of 30 days Apply a minimum of two coats of sealer hardener 3 10 5 Requirements for Type High Early Strength Portland Cement The curing periods are required to be not less than one fourth of those specified for portland cement but in no case less than 72 hours 3 10 6 Curing Periods ACI MCP 2 except 10 days for retaining walls pavement or chimneys 21 days for concrete that is in full time or intermittent contact with seawater salt spray alkali soil or waters Begin curing immediately after placement Protect concrete from premature drying excessively hot temperatures and mechanical injury and maintain minimal moisture loss at a relatively constant temperature for the period necessary for hydration of the cement and hardening of the concrete The materials and methods of curing are subject to approval by the Contracting Officer 3 10 7 Curing Methods Accomplish curing by moist curing by moisture retaining cover curing by membrane curing and by combinations thereof as specified Moist curing Accomplish moisture curing by any of the following methods Keeping surf
316. cified in this section will be provided and delivered by the Contracting Officer Do not flush clean or test any system with fuel or liquid not intended for final system operation Fuel used in the system will remain the property of the Government Fuel shortages not attributable to normal handling losses shall be reimbursed to the Government PART 2 PRODUCTS 2 1 MATERIALS AND EQUIPMENT Internal parts and components of equipment piping piping components and valves that could be exposed to fuel during system operation shall not be constructed of zinc coated galvanized metal brass bronze or other copper bearing alloys Do not install cast iron bodied valves in piping systems that could be exposed to fuel during system operation zd Standard Products Provide materials and equipment that are standard products of a manufacturer regularly engaged in the manufacturing of such products that are of a similar material design and workmanship and that have been in satisfactory commercial or industrial use for a minimum 2 years prior to bid opening The 2 year period shall include applications of the equipment and materials under similar circumstances and of similar size Materials and equipment shall have been for sale on the commercial market through advertisements manufacturers catalogs or brochures during the 2 year period SEA Nameplates Attach nameplates to a
317. computer using software intended specifically for fire protection system design using the design data shown on the drawings Software that uses k factors for typical branch lines is not acceptable Calculations shall be based on the water supply data shown on the drawings to substantiate that the design area used in the calculations is the most demanding hydraulically Water supply curves and system requirements shall be plotted on semi logarithmic graph paper so as to present a summary of the complete hydraulic calculation Provide a summary sheet listing sprinklers in the design area and their respective hydraulic reference points elevations actual discharge pressures and actual flows Elevations of hydraulic reference points nodes shall be indicated Documentation shall identify each pipe individually and the nodes connected thereto Indicate the diameter length flow velocity friction loss number and type fittings total friction loss in the pipe equivalent pipe length and Hazen Williams coefficient for each pipe For gridded systems calculations shall show peaking of demand area friction loss to verify that the hydraulically most demanding area is being used Also for gridded systems a flow diagram indicating the quantity and direction of flows shall be included A drawing showing hydraulic reference points nodes and pipe designations used in the calculations shall be included and shall be independent of shop drawings
318. conduit surface metal raceways boxes and fittings back to equipment s power source as indicated 3 1 12 4 Continuation of Service Maintain continuity of existing circuits of equipment to remain Existing circuits of equipment shall remain energized Circuits which are to remain but were disturbed during demolition shall have circuits wiring and power SECTION 26 20 00 Page 20 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J restored back to original condition Za FIELD FABRICATED NAMEPLATE MOUNTING Provide number location and letter designation of nameplates as indicated Fasten nameplates to the device with a minimum of two sheet metal screws or two rivets WARNING SIGN MOUNTING Provide the number of signs required to be readable from each accessible side Space the signs in accordance with NFPA 70E 4 FIELD APPLIED PAINTING Paint electrical equipment as required to match finish of adjacent surfaces or to meet the indicated or specified safety criteria Where field painting of enclosures for panelboards load centers or the like is specified to match adjacent surfaces to correct damage to the manufacturer s factory applied coatings or to meet the indicated or specified safety criteria provide manufacturer s recommended coatings and
319. connected to the Fire Alarm Control Panel FACP in accordance with Section 28 31 64 00 10 FIRE DETECTION AND ALARM SYSTEM ADDRESSABLE UJ 8 ALARM INITIATING AND SUPERVISORY DEVICES 8 1 Sprinkler Pressure Waterflow Alarm Switch Pressure switch shall include a metal housing with a neoprene diaphragm SPDT snap action switches and a 1 2 inch NPT male pipe thread The switch shall have a maximum service pressure rating of 175 psi There shall be two SPDT Form C contacts factory adjusted to operate at 4 to 8 psi The switch shall be capable of being mounted in any position in the alarm line trim piping of the alarm check valve 29 52 Valve Supervisory Tamper Switch Switch shall be suitable for mounting to the type of control valve to be supervised open The switch shall be tamper resistant and contain one set SECTION 21 13 13 00 10 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J of SPDT Form C contacts arranged to transfer upon removal of the housing cover or closure of the valve of more than two rotations of the valve stem 2 9 FIRE DEPARTMENT CONNECTION Fire department connection shall be projecting type with cast brass body matching wall escutcheon lettered Auto Spkr with a polished brass finish The co
320. control joint key shall be flexible at a temperature of minus 30 degrees F after five hours exposure and shall have a durometer hardness of not less than 70 when tested in accordance with ASTM D2240 PART 3 EXECUTION 3 1 PREPARATION Prior to start of work masonry inspector shall verify the applicable conditions as set forth in ACI 530 530 1 inspection 3 LL Stains Protect exposed surfaces from mortar and other stains When mortar joints are tooled remove mortar from exposed surfaces with fiber brushes and wooden paddles Protect base of walls from splash stains by covering adjacent ground with sand sawdust or polyethylene 327 42 Loads Do not apply uniform loads for at least 12 hours or concentrated loads for at least 72 hours after masonry is constructed Provide temporary bracing as required 3213 Surfaces Clean surfaces on which masonry is to be placed of laitance dust dirt oil organic matter or other foreign materials and slightly roughen to provide a surface texture with a depth of at least 1 8 inch Sandblast if necessary to remove laitance from pores and to expose the aggregate 95 2 LAYING MASONRY UNITS a Coordinate masonry work with the work of other trades to accommodate built in items and to avoid cutting and patching Masonry units shall be laid in running bond pattern Facing courses shall be level with back up courses unless the use o
321. cribed in ACI MCP 1 the trial mixture use at least three different water cement ratios for each type of mixture which must produce a range of strength encompassing those required for each class and type of concrete required on the project The maximum water cement ratio required must be based on equivalent water cement ratio calculations as determined by the conversion from the weight ratio of water to cement plus pozzolan and ground granulated blast furnace slag by weight equivalency method Design laboratory trial mixture for maximum permitted slump and air content Each combination of material proposed for use must have separate trial mixture except for accelerator or retarder use can be provided without separate trial mixture Report the temperature of concrete in each trial batch For each water cement ratio at least three test cylinders for each test age must be made and cured in accordance with ASTM C192 C192M and tested in accordance with ASTM C39 C39M for 7 and 28 days From these results plot a curve showing the relationship between water cement ratio and strength for each set of trial mix studies In addition plot a curve showing the relationship between 7 and 28 day strengths 25301522 Required Average Strength of Mix Design The selected mixture must produce an average compressive strength exceeding the specified strength by the amount indicated in ACI MCP 2 When a concrete production facility has a record of a
322. cted of steel or ductile iron with Viton seals Valve design shall permit sealing slips to be replaced from the bottom with the valve mounted in the piping Minimum bore size shall be 65 percent of the internal cross sectional area of a pipe of the same nominal diameter unless the manufacturer can show an equivalent or greater flow rate with a lower percent internal cross sectional area Valves 6 inches and larger shall have removable lower and bonnet upper bushing Valve shall have weatherproof worm gear operators with mechanical position indicators Indicator flag and shaft shall be made of steel BU Valve Operation Valve shall operate from fully open to fully closed by rotation of the handwheel to lift and turn the plug Maximum number of turns from full close to full open shall be eight Rotation of the plug toward open shall SECTION 33 52 10 Page 17 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J lift the plug without wiping the seals and retract the sealing slips so that clearance is maintained between sealing slips and valve body Rotation of the handwheel toward closed shall lower the plug after sealing slips are aligned with the valve body and force the sealing slips against the valve body for positive closure When valve is closed slips shall form a secondary fire safe metal to metal seat on b
323. d SECTION 26 05 48 00 10 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 3 Submit detail installation details EQUIPMENT REQUIREMENTS drawings along with catalog cuts templates and erection and as appropriate for the items listed Submittals shall be complete in detail indicating thickness type grade class of metal and dimensions and shall show construction details reinforcement anchorage and installation with relation to the building construction Submit copies of the design calculations with the detail drawings Calculations shall be stamped by a registered engineer and shall verify the capability of structural members to which bracing is attached for carrying the load from the brace 1 351 The foll Rigidly Mounted Equipment lowing specific items of equipment control panels and pumps with motors and light fixtures to be furnished under this contract shall be constructed and assembled to withstand the seismic forces specified in 3 310 04 Each item of rigid electrical equipment shall be entirely located and rigidl joint shall be provided with flexibl displacements equal to the ful directions T4 ly attached on one side only of a building expansion Piping electrical conduit etc which cross the expansion join
324. d as compatible with the control panel The indicating device or the external load being controlled shall be configured as a Class B notification appliance circuits The system shall be capable of supervising audible visual and dry contact circuits The control module shall have both an input and output address The supervision shall detect a short on the supervised circuit and shall prevent power from being applied to the circuit The control model shall provide address setting means compatible with the control panel s SLC supervision and store an internal identifying code The control module shall contain an integral LED that flashes each time the control module is polled Existing fire alarm system notification appliance circuits shall be connected to a single module to power and supervise the circuit SECTION 28 31 64 00 10 Page 10 NAS CSS 2 595 4 25 6 7 R E PUMP R EPLAC ENT BU NG 9 5 Addressable Initiating KUNIA TUNNEL OAHU HI Device Circuits Module NSA 03 RJ000081J Configure the initiating device being monitored as a Class A initiating device circuits system shall alarm module and report al and reporting supervisory module polling The modul e shall be larm trouble UL short panel code the monitor module is po
325. d couplings fittings and grooving tools shall be products of the same manufacturer For copper tubing pipe and groove dimensions shall comply with the tolerances specified by the coupling manufacturer The diameter of grooves made in the field shall be measured using a go no go gauge vernier or dial caliper narrow land micrometer or other method specifically approved by the coupling manufacturer for the intended application Groove width and dimension of groove from end of pipe shall be measured and recorded for each change in grooving tool setup to verify compliance with coupling manufacturer s tolerances Grooved joints shall not be used in concealed locations such as behind solid walls or ceilings unless an access panel is shown on the drawings for servicing or adjusting the joint 4 6 Reducers Reductions in pipe sizes shall be made with one piece tapered reducing fittings The use of grooved end or rubber gasketed reducing couplings will not be permitted When standard fittings of the required size are not manufactured single bushings of the face type will be permitted Where used face bushings shall be installed with the outer face flush with the face of the fitting opening being reduced Bushings shall not be used elbow fittings in more than one outlet of a tee in more than two outlets of a cross or where the reduction in size is less than 1 2 inch 4 7 Pipe Penetrations Cuttin
326. d device d Tests of each alarm notification appliance e Tests of the battery charger and batteries Complete operational tests under emergency power supply g Visual inspection of wiring connections h Opening the circuit at each alarm initiating device and notification appliance to test the wiring supervisory feature i Ground fault 1 Short circuit faults k Stray voltage 1 Loop resistance End of Section SECTION 28 31 64 00 10 Page 17 5 55 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL PART 1 GENERAL Ted DELIVERY STORAGE PART 2 PRODUCTS PART 3 EXECUTION PROTECTION 21 1 Roads and CLEARING GRUBBING 9 SECT ON TABL OF CONTENTS SION 31 EARTHWORK SECTION CLEARI Walks ei Utility Lines SPOSAL OF MATERIALS 9 NO WW ES DI 4T Combustib D HANDLI 31 11 00 NG AND GRUBBING UJ UJ NG le and Non Combustible Materials End of Section Tabl le of Contents ON 31 11 00 Page 1 OAHU NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 31 11 00 CLEARING AND GRUBBING PART 1
327. d masonry units Minimum clearance between parallel bars shall be one diameter of the reinforcement Vertical reinforcing may be held in place using bar positioners located near the ends of each bar and at intermediate intervals of not more than 154 diameters of the reinforcement Column and pilaster ties shall be wired in position around the vertical steel Ties shall be in contact with the vertical reinforcement and shall not be placed in horizontal bed joints 3 4 2 Splices Bars shall be lapped a minimum of 48 diameters of the reinforcement Welded or mechanical connections shall develop at least 125 percent of the specified yield strength of the reinforcement 3 5 JOINT REINFORCEMENT INSTALLATION Joint reinforcement shall be installed at 16 inches on center or as indicated Reinforcement shall be lapped not less than 6 inches Prefabricated sections shall be installed at corners and wall intersections The longitudinal wires of joint reinforcement shall be placed to provide not less than 5 8 inch cover to either face of the unit 3 6 PLACING GROUT Fill cells containing reinforcing bars with grout Hollow masonry units in walls or partitions supporting plumbing heating or other mechanical fixtures voids at door and window jambs and other indicated spaces shall be filled solid with grout Cells under lintel bearings on each side of
328. d rewelded After filler metal has been removed from its original package it shall be protected or stored so that its characteristics or welding properties are not affected Electrodes that have been wetted or that have lost any of their coating shall not be used 3 2157 Pipe Cleanouts Pipe cleanouts shall be the same size as the pipe except that cleanout plugs larger than 4 inches will not be required A cleanout installed in SECTION 22 00 00 Page 23 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J connection with cast iron soil pipe shall consist of a long sweep 1 4 bend or one or two 1 8 bends extended to the place shown An extra heavy cast brass or cast iron ferrule with countersunk cast brass head screw plug shall be caulked into the hub of the fitting and shall be flush with the floor Cleanouts in connection with other pipe where indicated shall be T pattern 90 degree branch drainage fittings with cast brass screw plugs except plastic plugs shall be installed in plastic pipe Plugs shall be the same size as the pipe up to and including 4 inches Cleanout tee branches with screw plug shall be installed at the foot of soil and waste Stacks at the foot of interior downspouts on each connection to building storm drain where interior downspouts are indicated and on each building drain outside the buildi
329. d to assure that Submit as built shop drawings updated to reflect Drawings shall be the representative at In addition shall until have availabl previously conducted The instal le copies of as built drawings and certificates of tests llation shall not be considered accepted identified discrepancies have been corrected and test documentation is properly completed and received Acceptance Test Final Acceptance Tests Submit 3 copies of the completed Final Report no later than 7 days after the completion of the A 1 items in the Final Acceptance Report shall be signed by the Fire Protection Specialist as specified 12 5 NG The Fire Protec operating and maintenance perso proposed schedul Training shall ll s Officer related trai normal working complete and af Submit ning tion Specialist shal nne time and shal ter the Final le be provided for a period of 4 hours of tart after the system is functionally Acceptance Test 1 conduct a training course for as designated by the Contracting at least 14 days prior to the start of Submit 6 Operating and Maintenance Manuals listing step by step procedures required for system startup prior to field name model in stock by supplier operation number the owner for routi simplified wiring and controls diagrams shu
330. ddress telephone number FAX number and e mail address of the independent third party laboratory selected to perform testing of coating samples for compliance with specification requirements Submit documentation that laboratory is regularly engaged in testing of paint samples for conformance with specifications and that employees performing testing are qualified If the Contractor chooses MPI to perform the Batch Quality Conformance testing the above submittal information is not required only a letter is required from the Contractor stating that MPI will perform the testing 1 45 REGULATORY REQUIREMENTS 1 5 1 Lead Content Do not use coatings having a lead content over 0 06 percent by weight of nonvolatile content 25 2 Chromate Content Do not use coatings containing zinc chromate or strontium chromate 1 15 03 Asbestos Content Materials shall not contain asbestos 1 5 4 Mercury Content Materials shall not contain mercury or mercury compounds 1 5 5 Silica Abrasive blast media shall not contain free crystalline silica 1225 26 Human Carcinogens Materials shall not contain ACGIH 0100 confirmed human carcinogens 1 or suspected human carcinogens A2 1 6 PACKAGING LABELING AND STORAGI Paints shall be sealed containers that legibly show the contract specification number designation name formula or specification number batch number color
331. ding floor wall or ceiling opening Provided each escutcheon with necessary set screws 4 11 Flexible Ball Joint Joint shall be the carbon steel type with chromium plated steel balls capable of 360 degree rotation plus 15 degree angular flex movement Provide joints with flanged end connections and pressure molded composition gaskets designed for continuous operation at operating conditions SECTION 33 52 10 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 4 12 Bellows Expansion Joint Joint shall be the bellows expansion type with internal sleeves external protective covers and flanged end connections Bellows shall be corrugated Type 304 stainless steel with reinforced rings Joints shall be provided with limit stops to limit total movement in both directions Joints shall be capable of withstanding 10 000 cycles over a period of 20 years 2 4 13 Sight Flow Indicator Indicator shall be constructed of stainless steel and be provided with flanged end connections Indicator shall include an internal rotating propeller to provide visual flow indication Indicator housing shall include a tempered glass observation port for viewing the rotating propeller Indicator shall have Buna N seals 2 4 14 Fuel Oil Meter Provide volumetric positive displacement type mete
332. displacement of the masonry due to hydrostatic pressure of the grout Mortar protruding more than 1 2 inch into the grout space shall be removed before beginning the grouting operation Grout pours 12 inches or less in height shall be consolidated by mechanical vibration or by puddling Grout pours over 12 inches in height shall be consolidated by mechanical vibration and reconsolidated by mechanical vibration after initial water loss and settlement has occurred Vibrators shall not be inserted into lower pours that are in a semi solidified state Low lift grout shall be used subject to the limitations of Table 3 6 5 2 High Lift Method Mortar droppings shall be cleaned from the bottom of the grout space and from reinforcing steel Mortar protruding more than 1 4 inch into the grout space shall be removed by dislodging the projections with a rod or stick as the work progresses Reinforcing bolts and embedded connections shall be rigidly held in position before grouting is started CMU units shall not be pre wetted Grout from the mixer to the point of deposit in the grout space shall be placed as rapidly as practical by pumping and placing methods which will prevent segregation of the mix and cause a minimum of grout splatter on reinforcing and masonry surfaces not being immediately encased in the grout lift The individual lifts of grout shall be limited to 4 feet in height The first lift of grout shall be placed to
333. e SECTION 21 D TEST HEADER SU SPEC 30 00 BM TTALS ALIST Page 2 NSA 03 RJ000081J 5 55 FIRE PUMP REPLACEMENT e 23 8 oO OW C2 OB WO Wo Correction of Test Document est Equipment As Built Drawings 5 Chlorination Flushing Sample Testing I2 WW H eoo o 3a ELI D TRAINING End of Sec tion Table of Co BUILDING 9 KUNIA TUNNEL Deficiencies ation ntents SECT ON 21 30 00 Page 3 OAHU NSA 03 RJ000081J NSA 03 I NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 21 30 00 FIRE PUMPS PART 1 GENERAL 1 1 REFERENCES The publications listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only AMERICAN WATER WORKS ASSOCIATION AWWA AWWA 10084 2005 Standard Methods for the Examination of Water and Wastewater AWWA B300 2010 Addenda 2011 Hypochlorites AWWA B301 2010 Liquid Chlorine AWWA C110 A21 10 2008 Ductile Iron and Gray Iron Fittings for Water AWWA C111 A21 11 2007 Rubber Gasket Joints for Ductile Iron Pressure
334. e after removal of exterior parts must be at least 1 1 2 inches back from concrete surface Provide form ties that are free of devices that leave a hole larger than 7 8 inch or less than 1 2 inch in diameter in concrete surface Form ties fabricated at the project site or wire ties of any type are not acceptable 23 49 Tolerances for Form Construction Construct formwork to ensure that after removal of forms and prior to patching and finishing of formed surfaces provide concrete surfaces in accordance with tolerances specified in 1 and ACI MCP 2 3 10 Removal of Forms and Supports After placing concrete forms must remain in place for the time periods SECTION 03 30 00 Page 26 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J specified in ACI MCP 4 Do not remove forms and shores except those used for slabs on grade and slip forms until the client determines that the concrete has gained sufficient strength to support its weight and superimposed loads Base such determination on compliance with one of the following a plans and specifications stipulate conditions for removal of forms and shores and such conditions have been followed or b The concrete has been properly tested with an appropriate ASTM standard test method designed to indicate the concrete compressive strength and the test result
335. e Vacuum Relief Valve Foot Valve 10 Tank Overfill Prevention Valve FRP CONTAINMENT SUMP ACCESSORIES Concrete Anchor Bolts Bolts and Studs Nuts Washers Polytetrafluoroethylene PTFE Tape Pipe Sleeves Buried Utility Tape NISHES Exterior Coating Direct Buried Piping iul Factory Coating 1 2 Girth Welds 553 Damaged Coatings 1 4 Rock Shield Exterior Coating Aboveground Piping New Equipment and Components 1 Factory Coating 2 Field Painting RPP gt gt gt gt a OVO w Ney hN2 UI U1 UI 1 U1 U1 Oy Ui BW NH 1 1 1 1 1 1 41 NONNNNNNNAIANNNN AAWNAAWAAWAArFRPAAITNAUIFWHD t Ww 9 PART 3 32 INSTALLATION 32521 Piping 3a 1 General 34 2 FRP Piping 3 3 Exterior Containment Piping System 3 4 Welded Connections 3a 5 Threaded End Connections 3 6 Brazed Connections 3 1 1 7 Existing Piping Systems 3 1 2 Bolted Connections SECTION 33 52 10 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Flanges and Unions Flange Protectors Valves Air Vents Si
336. e contract requirements Any work found not to be in compliance with the contract shall be promptly removed and replaced or corrected in an approved manner Quality control shall include but not be limited to the following a Observation of environmental conditions number and skill level of insulation workers start and end time of work b Verification of certification listing or label compliance with FM P9513 c Verification of proper storage and handling of insulation materials before during and after installation d Coordination with other materials and nailing strips e Inspection of insulation joint orientation and laps between layers joint width and bearing of edges of insulation on deck fr Installation of cutoffs and proper joining of work on subsequent days g Continuation of complete roofing system installation to cover insulation installed same day End of Section SECTION 07 22 00 Page 6 NAS CSS PART 1 PART 2 PART 3 Ww C C9 CO CO CO Ww C CO C9 CO CO NSA 03 RE PUMP REPLAC EMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J GENERAL REFERENCES SUBMITTALS SECTION TABLE OF CONTENTS DIVISION 07 THERMAL AND MOISTURE PROTECTION SECTION 07 52 25 I ELASTO
337. e intent of Executive Order 13101 Greening the Government through Waste Prevention Recycling and Federal Acquisition products certified by SCS as meeting SCS SP 01 shall be given preferential consideration over registered products Products that are registered shall be given preferential consideration over products not carrying any EPP designation SD 03 Product Data Coating Manufacturer s Technical Data Sheets Indicate VOC content SD 04 Samples Color Submit manufacturer s samples of paint colors Cross reference color samples to color scheme as indicated SD 07 Certificates Applicator s qualifications Qualification Testing laboratory for coatings SD 08 Manufacturer s Instructions Mixing Detailed mixing instructions minimum and maximum application temperature and humidity potlife and curing and drying times between coats Manufacturer s Material Safety Data Sheets Submit manufacturer s Material Safety Data Sheets for coatings solvents and other potentially hazardous materials as defined in FED STD 313 23 APPLICATOR S QUALIFICATIONS 3 1 Contractor Qualification Submit the name address telephone number FAX number and e mail address of the contractor that will be performing all surface preparation and coating application Submit evidence that key personnel have successfully SECTION 09 90 00 Page 5 NSA 03
338. e laid first and compacted to before installing ducts Joints in adjacent tiers of duct shall be vertically staggered at least 6 inches The first 6 inch as previously specified The rest of and compacted in 3 to 6 inch layers with earth However equivalent form to hold ducts in alignment prior to backfil 5 Installation of Couplings layer of backfill cover shall be sand compacted the excavation shall be backfilled Duct banks may be hel high tiered banks shall use a wooden ld in alignment frame or lling Joints in each type of duct shall be made up in accordance with the manufacturer s recommendations for the particular type of duct and coupling selected and as approved 522 Plastic Duct joints shall Duct be made by brushing a plastic solvent ceme of plastic coupling fittings and on outsides of duct ends fitting shall then be slipped together with a quick 1 4 turn twist to set the joint tightly ECT ON 33 70 02 00 10 Page 13 nt on insides Each duct and NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 4 6 Duct Line Markers Duct line markers shall be provided as indicated In addition to markers a 5 mil brightly colored plastic tape not less than 3 inches in width and suitably inscribed at not more than 10 feet on centers with a continuous metallic backi
339. e of small pieces of lumber with the grade mark of a recognized association or independent inspection agency Such association or agency shall be certified by the Board of Review American Lumber Standards Committee to grade the species used Surfaces that are to be exposed to view shall not bear grademarks SECTION 06 10 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J stamps or any type of identifying mark Hammer marking will be permitted on timbers when all surfaces will be exposed to view 1 4 2 Preservative Treated Lumber The Contractor shall be responsible for the quality of treated wood products Each treated piece shall be inspected in accordance with AWPA M2 and permanently marked or branded by the producer in accordance with AWPA M6 The Contractor shall provide Contracting Officer s Representative COR with the inspection report of an approved independent inspection agency that offered products comply with applicable AWPA Standards The appropriate Quality Mark on each piece will be accepted in lieu of inspection reports as evidence of compliance with applicable AWPA treatment standards 1 5 SIZES AND SURFACING ALSC PS 20 for dressed sizes of yard and structural lumber Lumber shall be surfaced four sides Size references unless otherwise specified are nominal sizes and actual sizes sha
340. e roughened and cleaned surface of set concrete must be dampened but not saturated and covered with a cement grout coating Provide cement grout that consists of equal parts of portland cement and fine aggregate by weight with not more than 6 gallons of water per sack of cement Apply cement grout with a stiff broom or brush to a minimum thickness of 1 16 inch Deposit fresh concrete before cement grout has attained its initial set Bonding of fresh concrete to concrete that has set may be obtained by use of a concrete bonding agent Apply such bonding material to Cleaned concrete surface in accordance with approved printed instructions of bonding material manufacturer 3 8 SURFACE FINISHES EXCEPT FLOOR SLAB AND PAVEMENT FINISHES 34 95 Defects Repair formed surfaces by removing minor honeycombs pits greater than 1 Square inch surface area or 0 25 inch maximum depth or otherwise defective areas Provide edges perpendicular to the surface and patch with nonshrink grout Patch tie holes and defects when the forms are removed Concrete with extensive honeycomb including exposed steel reinforcement cold joints entrapped debris separated aggregate or other defects which affect the serviceability or structural strength will be rejected unless correction of defects is approved Obtain approval of corrective action prior to repair The surface of the concrete must not vary more than
341. e surface of the fresh concrete is sufficiently hard to permit curing without damage Provide water hoses pipes spraying equipment and water hauling equipment where job site is remote to water source to maintain a moist concrete surface throughout the curing period Provide burlap cover or other suitable permeable material with fog spray or continuous wetting of the concrete when weather conditions prevent the use of either liquid membrane curing compound or impervious sheets For vertical surfaces protect forms from direct sunlight and add water to top of structure once concrete is set SECTION 03 30 00 Page 32 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 eu and Follow up Check concrete within 24 hours of placement for flatness levelness and other specified tolerances Adjust formwork and placement techniques on subsequent pours to achieve specified tolerances 7 8 Placing Concrete in Forms Deposit concrete placed in forms in horizontal layers not exceeding 24 inches Remove temporary spreaders in forms when concrete placing has reached elevation of spreaders Consolidate concrete placed in forms by mechanical vibrating equipment supplemented by hand spading rodding or tamping Provide vibrating quipment adequate in number of units and power of each unit to properly consolidate concrete Do not use vibr
342. e the extent of the work Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal Photographs sized 4 inch will be acceptable as a record of existing conditions Include in the record the elevation of the top of foundation walls finish floor elevations possible conflicting electrical conduits plumbing lines the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work It is the Contractor s responsibility to verify and document all required outages which will be required during the course of work and to note these outages on the record document Submit survey results PART 2 PRODUCTS Not used PART 3 EXECUTION 3a EXISTING FACILITIES TO BE REMOVED 1 1 Structures a Remove existing CMU structure indicated completely including concrete foundation 21 22 Utilities and Related Equipment 22 2 2 General Requirements Do not interrupt existing utilities serving occupied or used facilities except when authorized in writing by the Contracting Officer Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been a
343. each end to provide a gasket seat two follower rings two resilient tapered rubber gaskets and bolts and nuts to draw the follower rings toward each other to compress the gaskets The middle ring and the follower rings shall be true circular sections free from irregularities flat spots and surface defects the design shall provide for confinement and compression of the gaskets For ductile iron pipe the middle ring shall be of cast iron and the follower rings shall be of malleable or ductile iron Cast iron ASTM A48 A48M not less than Class 25 Malleable and ductile iron shall conform to ASTM A47 A47M and ASTM A536 respectively Gaskets shall be designed for resistance to set after installation and shall meet the applicable requirements specified for gaskets for mechanical joint in AWWA C111 A21 11 Bolts shall be track head type ASTM A307 Grade A with nuts ASTM A563 Grade A or round head square neck type bolts ASME B18 5 2 1M and ASME B18 5 2 2M with hex nuts ASME B18 2 2 Bolts shall be 5 8 inch in diameter Bolt holes in follower rings shall be of a shape to hold fast the necks of the bolts used Mechanically coupled joints using a sleeve type mechanical coupling shall not be used as an optional method of jointing except where pipeline is adequately anchored to resist tension pull across the joint Mechanical couplings shall provide a tight flexible joint under all reasonable conditions such as pipe movements caused by expansion co
344. each pump shall be started automatically 10 times and manually 10 times in accordance with NFPA 20 Tests of engine driven pumps shall be divided equally between both set of batteries The fire pumps shall be operated for a period of a least 10 minutes for each of the starts except that electric motors over 200 horsepowershall be operated for at least 15 minutes and shall not be Started more than 2 times in 10 hours Pressure settings that include automatic starting and stopping of the fire pump s shall be indicated on an etched plastic placard attached to the corresponding pump controller 995229 Battery Changeover Diesel driven fire pumps shall be tested for automatic battery changeover in event of failure of initial battery units 3 9 3 4 Alarms All pump alarms both local and remote shall be tested Supervisory alarms for diesel drivers shall be electrically tested for low oil pressure high engine jacket coolant temperature shutdown from overspeed battery failure and battery charger failure 3 9 3 5 Miscellaneous Valve tamper switches shall be tested Pressure recorder operation relief valve settings valve operations operation and accuracy of meters and gauges and other accessory devices shall be verified 3 9 3 6 Alternate Power Source On installations with an alternate source of power and an automatic transfer switch loss of primary power shall be simulated and transfer
345. eceipt of the CP certification The third party consultant shall certify surface wipe sample results collected inside and outside the work area are less than 40 micrograms per square foot on floors less than 250 micrograms per square foot on interior window sills and less than 400 micrograms per square foot on window troughs not significantly greater than the initial surface loading determined prior to work The third party consultant shall certify surface wipe sample results collected inside and outside the work area are less than 200 micrograms per square foot on floors or horizontal surfaces Certify surface wipe samples are not significantly greater than the initial surface loading determined prior to work Clear the lead control area in industrial facilities of all visible dust and debris For exterior work soil samples taken at the exterior of the work site shall be used to determine if soil lead levels had increased at a statistically significant level significant at the 95 percent confidence limit from the soil lead levels prior to the operation If soil lead levels either show a statistically significant increase above soil lead levels prior to work or soil lead levels above any applicable federal or state standard for lead in soil the soil shall be remediated 5 2 Disposal a All material whether hazardous or non hazardous shall be disposed in accordance
346. ector s Test Connection Unless otherwise indicated test connection shall consist of 1 inch pipe connected at the riser as a combination test and drain valve a test valve located approximately 7 feet above the floor a smooth bore brass outlet equivalent to the smallest orifice sprinkler used in the system and a painted metal identification sign affixed to the valve with the words Inspector s Test The discharge orifice shall be located outside the building wall directed so as not to cause damage to adjacent construction or landscaping during full flow discharge 3 4 10 Drains Main drain piping shall be provided to discharge at a safe point outside the building Auxiliary drains shall be provided as required by NFPA 13 3 4 11 Installation of Fire Department Connection Connection shall be mounted on the exterior wall approximately 3 feet above finished grade The piping between the connection and the check valve shall be provided with an automatic drip in accordance with NFPA 13 and arranged to drain to the outside 3 4 12 Identification Signs Signs shall be affixed to each control valve inspector test valve main drain auxiliary drain test valve and similar valves as appropriate or as required by NFPA 13 Hydraulic design data nameplates shall be permanently affixed to each sprinkler riser as specified in NFPA 13 35 5 UNDERGROUND PIPING INSTALLATION The f
347. ed Branch pipes from service lines may be taken from top bottom or side of main using crossover fittings required by structural or installation conditions Supply pipes valves and fittings shall be kept a sufficient distance from other work and other services to permit not less than 1 2 inch between finished covering on the different services Bare and insulated water lines shall not bear directly against building structural elements so as to transmit sound to the structure or to prevent flexible movement of the lines Water pipe shall not be buried in or under floors unless specifically indicated or approved Changes in pipe sizes shall be made with reducing fittings Use of bushings will not be permitted except for use in situations in which standard factory fabricated components are furnished to accommodate specific accepted installation practice Change in direction shall be made with fittings except that bending of pipe 4 inches and smaller will be permitted provided a pipe bender is used and wide sweep bends are formed The center line radius of bends shall be not less than six diameters of the pipe Bent pipe showing kinks wrinkles flattening or other malformations will not be acceptable 3 1 21 75 Pipe Drains Pipe drains indicated shall consist of 3 4 inch hose bibb with renewable seat and ball valve ahead of hose bibb At other low points 3 4 inch brass plugs o
348. ed square edge 1 inch nominal thickness lumber may be used Provide horizontal joints that are level and vertical joints that are plumb 2 237 Forms for Standard Smooth Form Finish Give smooth form finish concrete formed surfaces that are to be exposed to view or that are to be covered with coating material applied directly to concrete or with covering material bonded to concrete such as waterproofing dampproofing painting or other similar coating system Form facing material for standard smooth finish must be the specified overlaid concrete form plywood or other approved form facing material that is nonreactive with concrete and that produce concrete surfaces equivalent in smoothness and appearance to that produced by new overlaid concrete form plywood panels Maximum deflection of form facing material between supports and maximum deflection of form supports such as studs and wales must not exceed 0 0025 times the span Provide arrangement of form facing sheets that are orderly and symmetrical and sheets that are in sizes as large as practical Arrange panels to make a symmetrical pattern of joints Horizontal and vertical joints must be solidly backed and butted tight to prevent leakage and fins 3 8 Form Ties Provide ties that are factory fabricated metal adjustable in length removable or snap off type that do allow form deflection or do not spall concrete upon removal Portion of form ties remaining within concret
349. ed fabrication tolerances b Bends or kinks not indicated on drawings or approved shop drawings c Bars with reduced cross section due to rusting or other cause Replace defective reinforcement with new reinforcement having required shape form and cross section area 3 5 9 Placing Reinforcement Place reinforcement in accordance with ACI MCP 3 and ACI MCP 4 For slabs on grade over earth or over capillary water barrier and for footing reinforcement support bars or welded wire fabric on precast concrete blocks spaced at intervals required by size of reinforcement to keep reinforcement the minimum height specified above the underside of slab or footing For slabs other than on grade supports for which any portion is less than 1 inch from concrete surfaces that are exposed to view or to be painted must be of precast concrete units plastic coated steel or stainless steel protected bar supports Precast concrete units must be wedge shaped not larger than 3 1 2 by 3 1 2 inches and of thickness equal to that indicated for concrete protection of reinforcement Provide precast units that have cast in galvanized tie wire hooked for anchorage and blend with concrete surfaces after finishing is completed Contractor must cooperate with other trades in setting of anchor bolts inserts and other embedded items Where conflicts occur between locating reinforcing and embedded items the Contractor must notify the
350. ed finish on copper alloy plates in finished spaces Provide paint finish on plates in unfinished spaces Plates shall be secured in place 2 6 DISINFECTING MATERIALS 2 6 1 Liquid Chlorine Liquid chlorine shall conform to AWWA B301 SECTION 21 30 00 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 26 6 2 Hypochlorites Calcium hypochlorite and sodium hypochlorite shall conform to AWWA B300 ooh DIESEL ENGINE DRIVER Diesel engine driver shall conform to the requirements of UL 1247 and shall be UL listed UL Fire Prot Dir or FM approved FM APP GUIDE for fire pump service Driver shall be of the make recommended by the pump manufacturer The engine shall be closed circuit liquid cooled with raw water heat exchanger Diesel engine shall be electric start type taking current from 2 battery units Engine shall be equipped with a fuel in line filter water separator Engine conditions shall be monitored with engine instrumentation panel that has a tachometer hour meter fuel pressure gauge lubricating oil pressure gauge water temperature gauge and ammeter gauge Engine shall be connected to horizontal shaft pump by flexible couplings For connections to vertical shaft fire pumps right angle gear drives and universal joints shall be used An engine jacket water hea
351. ed maximum water demand rate of the system 210 142 Hydrostatic Testing New underground piping shall be hydrostatically tested in accordance with NFPA 24 The allowable leakage shall be measured at the specified test pressure by pumping from a calibrated container The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints regardless of pipe diameter 10 2 Aboveground Piping Hydrostatic Testing Aboveground piping shall be hydrostatically tested in accordance with NFPA 13 at not less than 200 psi or 50 psi in excess of maximum system operating pressure and shall maintain that pressure without loss for 2 hours There shall be no drop in gauge pressure or visible leakage when the system is subjected to the hydrostatic test The test pressure shall be read from a gauge located at the low elevation point of the system or portion being tested 220 3 Testing of Alarm Devices Each alarm switch shall be tested by flowing water through the inspector s test connection Each water operated alarm devices shall be tested to SECTION 21 13 13 00 10 Page 17 NAS CSS R PUMP NSA 03 R E PLAC NG 9 KUNI TUNNI EL OAHU Hl verify proper operation 10 4 Main Dra Following flushing of the underground piping in Flow Test made to verify the adequacy of the water supply pres
352. ed must be as dry as practical and surfaces thereof must not be manipulated prior to finishing operations Bring concrete correct level with a straightedge and struck off Use bull floats or darbies to smooth surface leaving it free of humps or hollows Sprinkling of water on plastic surface is not permitted Provide finish of slabs as specified 273210 Bonding Surfaces of set concrete at joints except where bonding is obtained by use of concrete bonding agent must be roughened and cleaned of laitance coatings loose particles and foreign matter Roughen surfaces ina manner that exposes the aggregate uniformly and does not leave laitance loosened particles of aggregate nor damaged concrete at the surface SECTION 03 30 00 Page 33 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Obtain bonding of fresh concrete that has set as follows At joints between footings and walls or columns between walls or columns and the beams or slabs they support and elsewhere unless otherwise specified roughened and cleaned surface of set concrete must be dampened but not saturated immediately prior to placing of fresh concrete At joints in exposed to view work at vertical joints in walls at joints near midpoint of span in girders beams supported slabs other structural members in work designed to contain liquids th
353. ed on a high rate of charge shal 1 if a high rate switch is provided 24 Vdc with high low charger in control panel cabinet or in a separate battery cabinet A I DDR ESSABLE Addressable manual fire alarm requirements of UL 38 Stations shall circuits MANUAL FIRE A Manual be stat sta STATIONS ions shall Manual stations shall be mounted a action type t 48 inches operating instructions of contrasting color breaking of glass or plastic panels for operation are not acceptable Stations employing glass rods are not acceptabl wrench shall be required to reset are not acceptable and current upon which they operate capable of being fiel Switches and contacts shall Addressabl ld programmed latched until manual y reset terminal painted for each conductor the same color as the fire alarm manual stations ET RE D ECT NG D EV ES discharge A pilot light indicating when Ampere hour requirements for each system component and each and the battery recharging period shall be included water with ample capacity with primary power to operate the fire alarm system for a period of 72 hours this period of battery operation components of the system ample alarm Provide batteries 18 ll be provided as Locate conform to the applicable
354. ed with a 0 to 300 psi water oil filled gauge Sensing line shall be connected to the pump discharge piping between the discharge piping control valve and the check valve PRESSURE MAINTENANCE PUMP id General Pressure maintenance pump shall be electric motor driven horizontal shaft centrifugal type with a rated discharge of 10 gpm at 125 psig Pump shall draft from the suction supply side of the suction pipe gate valve of the fire pump and shall discharge into the system at the downstream side of the pump discharge gate valve An approved indicating gate valve of the outside screw and yoke 0 S amp Y type shall be provided in the maintenance pump discharge and suction piping 011 111 4 water pressure gauge and approved check valve in the maintenance pump discharge piping shall be provided Check valve shall be swing type with removable inspection plate SECTION 21 30 00 Page 18 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 1172 Pressure Maintenance Pump Controller Pressure maintenance pump controller shall be arranged for automatic and manual starting and stopping and equipped with a manual off automatic switch The controller shall be completely prewired ready for field connections and wall mounted in a NEMA Type 2 drip proof enclosure The controller shall be e
355. educed Time Period FORMED SURFACES 1 Preparation of Form Surfaces 2 Tolerances 23 As Cast Form PLACING REINFORCEMENT AND MISCELLANEOUS MATERIALS General Vapor Retarder Reinforcement Supports Cover Setting Miscellaneous Material Construction Joints Expansion Joints and Contraction Joints Fabrication Placing Reinforcement i CO NO S 10 Spacing of Reinforcing Bars eT Concrete Protection for Reinforcement 12 Welding BATCHING MEASURING MIXING AND TRANSPORTING CONCRETE REG Measuring 22 Mixing 3 Transporting PLACING CONCRETE General Placing Requirements Footing Placement Vibration Application of Latex Bonding Compound Pumping Hot Weather Follow up Placing Concrete in Forms Placing Concrete Slabs NO S SURFACE FINISHES EXCEPT FLOOR SLAB AND PAVEMENT FINISHES Defects Not Against Forms Top of Walls Formed Surfaces Tolerances 2 9222 As Cast Rough Form 9 Standard Smooth Finish LOOR SLAB AND MISCELLANEOUS CONSTRUCTION Finish ss Scratched 21 2 Floated 24 53 Steel Troweled 4 Broomed URING AND PROTECTION General Moist Curing MA Ponding or Immersion 2 2 Fog Spraying or Sprinkling 2 3 Pervious Sheeting SECTION 03 30 00 Page 3 NSA 03
356. eduction and transport equipment f Spill prevention containment and cleanup contingency measures including a health and safety plan to be implemented in accordance with 29 CFR 1926 65 g Work plan and schedule for waste containment removal and disposal Proper containment of the waste includes using acceptable waste containers e g 55 gallon drums as well as proper marking labeling of the containers Wastes shall be cleaned up and containerized daily h Include any process that may alter or treat waste rendering a hazardous waste non hazardous i Unit cost for hazardous waste disposal according to this plan 1 5 2 9 Environmental Safety and Health Compliance In addition to the detailed requirements of this specification comply with laws ordinances rules and regulations of federal State and local authorities regarding lead Comply with the applicable requirements of the current issue of 29 CFR 1926 62 Submit matters regarding interpretation of standards to the Contracting Officer for resolution before starting work Where specification requirements and the referenced documents vary the most stringent requirement shall apply 1 5 3 Pre Construction Conference Along with the CP meet with the Contracting Officer to discuss in detail the Lead Waste Management Plan and the Lead Compliance Plan including procedures and precautions for the work 126 EQUIPMENT 1 6 1 Respirators
357. einforcing Bar Supports Supports for Reinforcement BONDING MATERIALS atex Bonding Agent FLOOR FINISH MATERIALS iquid Chemical Floor Hardener CLASSIFICATION AND QUALITY OF CONCRETE 2 20 vd Concrete Classes and Usage 2 Limits for Concrete Proportions 3 Maximum Size of Aggregate 4 Slump EXECUTION EXAMINATION PREPARATION vx General 2 Subgrade Under Foundations and Footings 3 Subgrade Under Slabs on Ground 4 Formwork 5 Edge Forms and Screed Strips for Slabs 6 Reinforcement and Other Embedded Items FORMS 1 General 2 Design and Construction of Formwork 23 Coating SECTION 03 30 00 Page 2 NSA 03 RJ000081J 5 55 WWW WWW Ww 9 WWW OO WWW WW WW WW YW WW OY C2 CO CO WW C CO CO CO CO CO C CO CO C29 C9 CO CO CO C Ww CO PPD 1 1 1 1 1 1 1 1 1 41 WWW CO CO OO CO CO CO XO NSA 03 OV 10 Bonding to to to Hj Oootnm b RE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Reshoring Reuse Forms for Standard Rough Form Finish Forms for Standard Smooth Form Finish Form Ties Tolerances for Form Construction UB 10 Removal of Forms and Supports 234010 Special Requirements for R
358. ent when operating temperatures exceed ambient temperatures shall be supported by variable spring hangers and supports or by constant support hangers In SECTION 22 00 00 Page 21 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J the support of multiple pipe runs on a common base member a clip or clamp shall be used where each pipe crosses the base support member Spacing of the base support members shall not exceed the hanger and support spacing required for an individual pipe in the multiple pipe run Threaded sections of rods shall not be formed or bent 3 1 5 2 Pipe Hangers Inserts and Supports Installation of pipe hangers inserts and supports shall conform to MSS SP 58 and MSS SP 69 except as modified herein a Types 5 12 and 26 shall not be used b Type 3 shall not be used on insulated pipe 18 inserts shall be secured to concrete forms before concrete is placed Continuous inserts which allow more adjustment may be used if they otherwise meet the requirements for type 18 inserts d 19 and 23 C clamps shall be torqued per MSS SP 69 and shall have both locknuts and retaining devices furnished by the manufacturer Field fabricated C clamp bodies or retaining devices are not acceptable e 20 attachments used on angles and channels shall be furnished with an added m
359. entation of training and experience for Installer d Submit manufacturer s representative certification stating that firestopping work has been inspected and found to be applied according to the manufacturer s recommendations and the specified requirements SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES a SD 02 Shop Drawings Firestopping Materials SD 04 Samples Firestopping Materials G Obtain approval of color samples of firestopping materials from the Contracting Officer for this historical building SD 07 Certificates Manufacturer s Technical Representative Firestopping Materials Installer Qualifications Inspection Firestopping Materials QUALITY ASSURANC Installer Engage an experienced Installer who is FM Research approved in accordance with FM AS 4991 operating as a UL Certified Firestop Contractor or Certified licensed or otherwise qualified by the firestopping manufacturer as having the necessary staff training and a minimum of 3 years experience in the installation of manufacturer s products in accordance with specified requ
360. environmental contamination 2 9 Lead Permissible Exposure Limit PEL Fifty micrograms per cubic meter of air as an 8 hour time weighted average as determined by 29 CFR 1926 62 If an employee is exposed for more than eight hours in a work day the PEL shall be determined by the following formula PEL micrograms cubic meter of air 400 No hrs worked per day 2 10 Material Containing Lead Paint with Lead MCL PWL Any material including paint which contains lead as determined by the testing laboratory using a valid test method The requirements of this section does not apply if no detectable levels of lead are found using a quantitative method for analyzing paint or MCL using laboratory instruments with specified limits of detection usually 0 01 percent An X Ray Fluorescence XRF instrument is not considered a valid test method x2 d Personal Sampling Sampling of airborne lead concentrations within the breathing zone of an mployee to determine the 8 hour time weighted average concentration in accordance with 29 CFR 1926 62 Samples shall be representative of the employees work tasks Breathing zone shall be considered an area within a hemisphere forward of the shoulders with a radius of 6 to 9 inches and centered at the nose or mouth of an employee 2432 Physical Boundary Area physically roped or partitioned off around lead control area to limit unauthorized entry of perso
361. equivalent to conductor insulation 3 1 8 Covers and Device Plates Install with edges in continuous contact with finished wall surfaces without use of mats or similar devices Plaster fillings are not permitted Install plates with alignment tolerance of 1 16 inch Use of sectional type device plates are not permitted Provide gasket for plates installed in wet locations 3421 9 Electrical Penetrations Seal openings around electrical penetrations through fire resistance rated walls partitions floors or ceilings in accordance with Section 07 84 00 FIRESTOPPING 3 1 10 Grounding and Bonding Provide In accordance with NFPA 70 Ground exposed non current carrying metallic parts of electrical equipment metallic raceway systems grounding conductor in metallic and nonmetallic raceways and neutral conductor of wiring systems Make ground connection to driven ground rods on exterior of building In addition to the requirements specified herein provide telecommunications grounding in accordance with TIA J STD 607 Where ground fault protection is employed ensure that connection of ground and neutral does not interfere with correct operation of fault protection 3 1 10 1 Ground Rods Provide cone pointed ground rods The resistance to ground shall be measured using the fall of potential method described in IEEE 81 The maximum resistance of a driven ground shall not exceed 25
362. er system shall be based on hydraulic calculations and the other provisions specified herein 22 1 Hydraulic Design Hydraulically design the system to discharge a minimum density of 0 2 gpm square foot over the entire pump house area The minimum pipe size for branch lines in gridded systems shall be 1 1 4 inch Hydraulic calculations shall be in accordance with the Area Density Method of NFPA 13 Water velocity in the piping shall not exceed 20 ft s Hose Demand Add an allowance for exterior hose streams as shown on the drawings to the sprinkler system demand SECTION 21 13 13 00 10 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Basis for Calculations The design of the pump house fire sprinkler system shall be based upon the fire pump capacity Water supply shall be presumed available at the base of the riser Hydraulic calculations shall be based upon the Hazen Williams formula with a C value of 120 for steel piping 150 for copper tubing 140 for new cement lined ductile iron piping and 100 for existing underground piping 165 2 2 23 Hydraulic Calculations Submit hydraulic calculations including a drawing showing hydraulic reference points and pipe segments and as outlined in NFPA 13 except that calculations shall be performed by
363. er than 18 gage 2443 1 Wall Anchors Provide at least three anchors for each jamb For frames which are more than 7 5 feet in height provide one additional anchor for each jamb for each additional 2 5 feet or fraction thereof a Masonry Provide anchors of corrugated or perforated steel straps or 3 16 inch diameter steel wire adjustable or T shaped 242322 Floor Anchors Provide floor anchors drilled for 3 8 inch anchor bolts at bottom of each jamb member 25 WEATHERSTRIPPING As specified in Section 08 71 00 DOOR HARDWARE 6 HARDWARE PREPARATION Provide minimum hardware reinforcing gages as specified in SDI DOOR A250 6 Drill and tap doors and frames to receive finish hardware Prepare doors and frames for hardware in accordance with the applicable requirements of SDI DOOR A250 8 and SDI DOOR A250 6 For additional requirements refer to ANSI BHMA A156 115 Drill and tap for surface applied hardware at the project site Build additional reinforcing for surface applied hardware into the door at the factory Locate hardware in accordance with the requirements of SDI DOOR A250 8 as applicable Punch door frames to f S one silencer for each leaf at heads of double doors Set lock trikes out to provide clearance for silencers SECTION 08 11 13 Page 5 NSA 03
364. er to maintain proper supervision there shall be no T taps allowed on style B lines Addressable initiating device circuits modules shall monitor only one initiating device each Contacts in suppression systems and other fire protection subsystems shall be connected to the fire alarm system to perform supervisory and alarm functions as specified in Section 21 13 13 00 10 WET PIPE SPRINKLER SYSTEM FIRE PROTECTION as indicated on the drawings and as specified herein 23 OVERVOLTAGE AND SURGE PROTECTION 2251 Power Line Surge Protection All equipment connected to alternating current circuits shall be protected from surges in accordance with IEEE C62 41 1 IEEE 62 41 2 B3 combination waveform and NFPA 70 Fuses shall not be used for surge protection The surge protector shall be rated for a maximum let thru voltage of 350 Volts line to neutral and 350 Volt ac neutral to ground 5352 Low Voltage DC Circuits Surge Protection All IDC NAC and communication cables conductors except fiber optics shall have surge protection installed at each point where it exits or enters a building Equipment shall be protected from surges in accordance with IEEE C62 41 1 IEEE C62 41 2 B3 combination waveform and NFPA 70 The surge protector shall be rated to protect the 24 Volt dc equipment The maximum dc clamping voltages shall be 36 V line to ground
365. ernal corners Set flange on roofing membrane Nail flange securely to wood nailer with large head barbed shank roofing nails 1 5 inch long spaced not more than 3 inch on center in two staggered rows 2229 22 Edge Strip Hook the lower edge of fascias at least 3 4 inch over a continuous strip of the same material bent outward at an angle not more than 45 degrees to form a drip Nail hook strip to a wood nailer at 6 inchmaximum on center Where fastening is made to concrete or masonry use screws spaced 12 inch on center driven in expansion shields set in the concrete or masonry Where horizontal wood nailers are slotted to provide for insulation venting install strips to prevent obstruction of vent slots Where necessary install strips over 1 16 inch thick compatible spacer or washers 2 PAINTING Field paint stainless steel in accordance with Section 09 90 00 PAINTS AND COATING 23 CLEANING Clean exposed sheet metal work at completion of installation Remove grease and oil films handling marks contamination from steel wool fittings and drilling debris and scrub clean Free the exposed metal SECTION 07 60 00 Page 5 NSA 03 KUNIA TUNNEL OAHU HI RJ000081J NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 surfaces of dents creases waves scratch marks and solder or weld marks 3 4 REPAIRS TO FINISH Scratches abrasions and minor surface defects of finish may be repa
366. erred to in the text by basic designation only AMERICAN NATIONAL STANDARDS INSTITUT ANSI ANSI 797 1 2009 Errata 2010 Safety Glazing Materials Used in Buildings Safety Performance Specifications and Methods of Test U S NATIONAL ARCHIVES AND RECORDS ADMINISTRATION NARA 36 CFR 1191 Americans with Disabilities Act ADA Accessibility Guidelines for Buildings and Facilities 22 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 03 Product Data Installation AND HANDLING Materials shall be packaged to prevent damage and deterioration during shipment handling storage and installation Product shall be delivered to the jobsite in manufacturer s original packaging and stored in a clean dry area in accordance with manufacturer s instructions PART 2 PRODUCTS 2 1 STANDARD PRODUCTS Signs shall be the standard product of a manufacturer regularly engaged in the manufacture of such products that essentially duplicate signs that have been in satisfactory use at least 2 years prior to bid o
367. erval sampled flush all piping and repeat the chlorination procedure Open and close each valve in the system several times during this 24 hour period to ensure its proper disinfection Following the 24 hour period verify that no less than 25 ppm chlorine residual remains in the system After the chlorine residual level is successfully maintained at or above 25 ppm for a 24 hour period flush the system with water from the distribution system until the residual chlorine is reduced to less than one ppm Take additional samples of water at locations specified by the Contracting Officer in disinfected containers for bacterial examination Test these samples in an approved laboratory for total coliform organisms coliform bacteria fecal coliform streptococcal and other bacteria in accordance with EPA Standard Method SM9223 Total Coliforms PA Test Disinfection shall be repeated until tests indicate the absence of coliform organisms zero mean coliform density per 100 milliliters in two separate test samples taken 24 hours apart The system will not be SECTION 21 13 13 00 10 Page 16 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 accepted until satisfactory bacteriological results have been obtained 9 PIPE COLOR CODE MARKING Color code marking of piping shall be as speci
368. es location and details of decontamination facilities viewing ports and mechanical ventilation system Include a description of equipment and materials work practices controls and job responsibilities for each activity from which lead is emitted Include in the plan eating drinking smoking hygiene facilities and sanitary procedures interface of trades sequencing of lead related work collected waste water and dust containing lead and debris air sampling respirators personal protective equipment and a detailed description of the method of containment of the operation to ensure that lead is not released outside of the lead control area Include site preparation cleanup and clearance procedures Include occupational and environmental sampling training and strategy sampling and analysis strategy and methodology frequency of sampling duration of sampling and qualifications of sampling personnel in the air sampling portion of the plan Include a description of arrangements made among contractors on multicontractor worksites to inform affected employees and to clarify responsibilities to control exposures In occupied buildings the plan shall also include an occupant protection program that describes the measures that will be taken during the work to notify and protect the building occupants 15 2 3 Occupational Environmental Assessment Data Report
369. es of compliance stating that the materials meet the specified requirements 2 CONCRETE MASONRY UNITS CMU Submit samples and certificates as specified Cement shall have a low alkali content and be of one brand Units shall be of modular dimensions and air water or steam cured a Hollow Load Bearing Units ASTM C90 made with normal weight aggregate Provide load bearing units for exterior walls b Hollow Non Load Bearing Units ASTM C129 made with normal weight aggregate Load bearing units shall be provided SECTION 04 20 00 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 22 d Kinds and Shapes Units shall be modular in size and shall include closer jamb header lintel and bond beam units and special shapes and sizes to complete the work as indicated exposed interior masonry surfaces units having a bullnose shall be used for vertical external corners except at door jambs Radius of the bullnose shall be 1 inch Units used in exposed masonry surfaces in any one building shall have a uniform fine to medium texture and a uniform color 23 MORTAR FOR STRUCTURAL MASONRY ASTM C270 Type S Strength f m as indicated Test in accordance with ASTM C780 Use Masonry cement Do not use admixtures containing chlorides When structural reinforcement is incorporated ma
370. essories machined surfaces radiator covers plates lighting fixtures public and private property and other such items not to be coated that are in contact with surfaces to be coated Following completion of painting workmen skilled in the trades involved shall reinstall removed items Restore surfaces contaminated coating materials to original condition and repair damaged items 2 SURFACE PREPARATION Remove dirt splinters loose particles grease oil and other foreign matter and substances deleterious to coating performance as specified for each substrate before application of paint or surface treatments 011 and grease shall be removed prior to mechanical cleaning Cleaning shall be programmed so that dust and other contaminants will not fall on wet newly painted surfaces Exposed ferrous metals such as nail heads on or in contact with surfaces to be painted with water thinned paints shall be spot primed with a suitable corrosion inhibitive primer capable of preventing flash rusting and compatible with the coating specified for the adjacent areas 23 PREPARATION METAL SURFACES voces Existing and New Ferrous Surfaces a Ferrous Surfaces including Shop coated Surfaces and Small Areas That Contain Rust Mill Scale and Other Foreign Substances Solvent clean or detergent wash in accordance with SSPC SP 1 to remove oil and grease Where shop coat is missing or damaged clean acc
371. et manufacturer Tightening pattern shall be as recommended by the gasket manufacturer Use anti seize compound on threads for stainless steel bolts 3 1 4 Flange Protectors Provide flange protectors on each flanged end connection including valves and equipment Bers Valves Install isolation plug or ball valves on each side of each piece of equipment at the midpoint of looped mains and at any other points indicated or required for draining isolating or sectionalizing purpose Install valves with stems vertically up unless otherwise indicated Provide individual supports and anchors for each valve 321 26 Air Vents Provide 2 inches air vents at all high points and where indicated to nsure adequate venting of the piping system 3254557 Sight Flow Indicator Mount indicator rolled one bolt hole to prevent freeze damage from rainwater accumulation on viewing window Install a sight flow indicator downstream of each relief valve 3 1 8 Drains Provide 1 1 2 inches drains at all low points and where indicated to ensure complete drainage of the piping Drains shall be accessible and shall consist of nipples and caps or plugged tees unless otherwise indicated Sie Leg Flexible Pipe Connectors Attach connectors to components in strict accordance with the latest printed instructions of the manufacturer to ensure a vapor tight joint Hanger
372. exterior A weatherproof tank gauge shall be mounted on the exterior wall near each fill line for each tank The fill cap shall be able to be locked by padlock The engine supply suction connection shall be located on the side of the fuel tank so that 5 percent of the tank volume provides a sump volume not useable by the engine The elevation of the fuel tank shall be such that the inlet of the fuel supply line is located so that its opening is no lower than the level of the engine fuel transfer pump The bottom of the tank shall be pitched 1 4 inch foot to the side opposite the suction inlet connection and to an accessible 1 inchplugged globe drain valve Steel pipe ASTM A53 A53M hot dipped zinc coated Schedule 40 threaded connections Fittings shall be ASME B16 3 zinc coated threaded malleable iron fittings Unions shall be ASME B16 39 zinc coated threaded unions 22522 Copper Tubing ASTM B88 K soft annealed with ASME 16 26 flared fittings 31233 Diesel Fuel Tanks UL 80 for aboveground tanks 12 4 Valves An indicating and lockable ball valve shall be provided in the supply line adjacent to the tank suction inlet connection A check valve shall be provided in fuel return line Valves shall be suitable for oil service Valves shall have union end connections or threaded end connections SECTION 21 30 00 Page 1
373. f adjustable ties has been approved in which case the tolerances shall be plus or minus 1 2 inch Each unit shall be adjusted to its final position while mortar is still soft and plastic b Units that have been disturbed after the mortar has stiffened shall be removed cleaned and relaid with fresh mortar Air spaces cavities chases expansion joints and spaces to be grouted shall be kept free from mortar and other debris Units used in exposed masonry surfaces shall be selected from those having the least amount of chipped edges or other imperfections detracting from the appearance of the finished work Vertical joints shall be kept plumb Units being laid and surfaces to receive units shall be free of water film Solid units shall be laid in a nonfurrowed full bed of mortar Units shall be shoved into place so that the vertical joints are tight Vertical joints of face shells of concrete masonry units except where indicated at control expansion and isolation joints SECTION 04 20 00 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 shall be completely filled with mortar Mortar will be permitted to protrude up to 1 2 inch into the space or cells to be grouted Means shall be provided to prevent mortar from dropping into the space below 2242 Forms Shores Provide bracing and scaffolding as re
374. f more than 3 4 inch in concrete joints shall not cut main reinforcing bars Fill unused holes In partitions of light steel construction use sheet metal screws In suspended ceiling construction run conduit above ceiling Do not support conduit by ceiling support system Conduit and box systems shall be supported independently of both a tie wires supporting ceiling grid system and b ceiling grid system into which ceiling panels are placed Supporting means shall not be shared between electrical raceways and mechanical piping or ducts Installation SECTION 26 20 00 Page 16 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J shall be coordinated with above ceiling mechanical systems to assure maximum accessibility to all systems Spring steel fasteners may be used for lighting branch circuit conduit supports in suspended ceilings in dry locations Where conduit crosses building expansion joints provide suitable watertight expansion fitting that maintains conduit electrical continuity by bonding jumpers or other means For conduits greater than 2 1 2 inches inside diameter provide supports to resist forces of 0 5 times the equipment weight in any direction and 1 5 times the equipment weight in the downward direction 31939 Directional Changes in Conduit Runs Make changes in directio
375. f system specified in the contract documents and shall have served in a similar capacity for at least three systems that have performed in the manner intended for a period of not less than 6 months 1 4 2 Sprinkler System Installer Work specified in this section shall be performed by the Sprinkler System Installer who is regularly engaged in the installation of the type and complexity of system specified in the contract documents and who has served in a similar capacity for at least three systems that have performed in the manner intended for a period of not less than 6 months Submit the name and documentation of certification of the proposed Sprinkler System Installer concurrent with submittal of the Fire Protection Specialist Qualifications 1524 23 Shop Drawings Shop Drawings shall conform to the requirements established for working plans as prescribed in NFPA 13 Submit 3 copies of the Sprinkler System shop drawings no later than 21 days prior to the start of sprinkler system installation Drawings shall include plan and elevation views demonstrating that the equipment will fit the allotted spaces with clearance for installation and maintenance Each set of drawings shall include the following a Descriptive index of drawings in the submittal with drawings listed in sequence by drawing number A legend identifying device symbols nomenclature and conventions used b F
376. faces that meet all specified surface preparation requirements at time of application b Inaccessible Surfaces Prior to erection use one coat of specified primer on metal surfaces that will be inaccessible after erection c Shop primed Surfaces Touch up exposed substrates and damaged coatings to protect from rusting prior to applying field primer d Surface Previously Coated with Epoxy or Urethane Apply MPI 101 1 5 mils DFT immediately prior to application of epoxy or urethane coatings e Pipes and Tubing The semitransparent film applied to some pipes and tubing at the mill is not to be considered a shop coat but shall be overcoated with the specified ferrous metal primer prior to application of finish coats f Exposed Nails Screws Fasteners and Miscellaneous Ferrous Surfaces On surfaces to be coated with water thinned coatings spot prime exposed nails and other ferrous metal with latex primer MPI 107 2427 COATING SYSTEMS FOR CONCRETE AND CEMENTITIOUS SUBSTRATES Apply coatings of Tables in Division 3 4 and 9 for Exterior and Interior 34 8 NSPECTION AND ACCEPTANCE In addition to meeting previously specified requirements demonstrate mobility of moving components including swinging doors for inspection by the Contracting Officer Perform this demonstration after appropriate curing and drying times of coating
377. facturer testing procedure required by NFPA 72NFPA 72 are also required to be submitted Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings SECTION 28 31 64 00 10 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 70000810 Detail Drawings SD 03 Product Data Storage Batteries G Low Battery Voltage G alles T 4 4 4 4 1 Submit proof of qualifications for required personnel submit proof of experience for the Professional Engineer Special Tools and Spare Parts Testing Detailed Test Procedures G G G Tank Water Level Monitoring System Testing G QUALI Equipment Qualifications D 10 Operation and Maintenance D 06 Test Reports D 07 Certificates G G Data Operating and Maintenance Instructions technician 22 TY ASSURANCI and the Registered Professional least 4 years of current Qualifications The installer shall fire alarm installing company Engineer and Technician Engineer with verification of experience and at xperience in the design of the fire protection and detection systems National N C ET Institute for Certification in qualifications as an engineering technician in fire a
378. ffic 2 5N 2500 Nonair entrained For concrete not reinforced and not exposed to freezing and thawing 2 8 2 Limits for Concrete Proportions Provide limits for maximum water cement ratio and minimum cement content for each concrete class as follows CONCRETE MAX WATER CEMENT MIN CEMENT FOR 3 TO 4 INCH SLUMP CLASS RATIO BY WEIGHT NO OF 94 POUND SACKS PER CU YD 2 5N 0 50 4 75 3N 0 45 5 25 AN 0 45 6 0 Weight of water to weight of cement in pounds in one cubic yard of concrete 2 8 3 Maximum Size of Aggregate Size of aggregate designated by the sieve size on which maximum amount of retained coarse aggregate is 5 to 10 percent by weight must be as follows MAXIMUM SIZE OF AGGREGATE ASTM C33 C33M SIZE NUMBER TYPE OF CONSTRUCTION SECTION 03 30 00 Page 21 5 55 FIRE PUMP REPLACEMENT BUILDING 9 2 inches 1 1 2 inches 3 4 inch 3 4 inch 1 2 inch 3 8 inch NSA 03 KUNIA TUNNEL OAHU HI RJ000081J Nonreinforced footings and other flat work having a depth of not less than 6 inches and nonreinforced walls and other formed sections having a dimension between forms of not less than 10 inches Monolithic slabs on ground concrete fill and other flatwork having a depth of not less than 5 inches and a clear distance between reinforcing bars of not less than 2 inches Reinforced walls columns girders beams and other formed sections having a dimension between
379. fied in Section 09 90 00 PAINTS AND COATINGS 10 PRELIMINARY TESTS The contractor shall submit detailed test procedures Scheduling of acceptance testing shall not take place until test procedures have been submitted and approved The system including the underground water mains and the aboveground piping and system components shall be tested to assure that equipment and components function as intended Submit proposed procedures for Preliminary Tests no later than 14 days prior to the proposed start of the tests and proposed date and time to begin the preliminary tests The underground and aboveground interior piping systems and attached appurtenances subjected to system working pressure shall be tested in accordance with NFPA 13 and NFPA 24 Upon completion of specified tests submit 3 copies of the completed Preliminary Test Report no later than 7 days after the completion of the Tests The Report shall include both the Contractor s Material and Test Certificate for Underground Piping and the Contractor s Material and Test Certificate for Aboveground Piping 11 items the Preliminary Tests Report shall be signed by the Fire Protection Specialist 0 Underground Piping Ox Flushing Underground piping shall be flushed in accordance with NFPA 24 This includes the requirement to flush the lead in connection to the fire protection system at a flow rate not less that the calculat
380. fing work 1 752 Cleaning a Debris from roofing work shall be removed from the premises and disposed of upon completion and the roof left in good clean condition b Any adhesives and cements splashed onto adjacent surfaces shall be removed completely especially from flashings to which sealants must be bonded and or metal flashings which are to be painted Gutters downspouts roof drains etc shall be cleaned out and all blockages shall be removed prior to acceptance of the project 1 8 CAUTIONS AND WARNINGS a Asphalt roofing cement shall not be used b Oil grease mineral solvents or live steam may be deleterious to certain membrane materials The Contractor shall apprise the Contracting Officer of and seek the advice of the roofing system manufacturer if such conditions are noted on the site c Vapors from bonding adhesives and lap cements may be harmful if breathed in They may also be flammable The Contractor should consult container labels and material safety data sheets for specific information on the products being used 1 9 WARRANTY Provide roof system material and workmanship warranties meeting specified requirements Provide revisions or amendment to standard membrane manufacturer warranty as required to comply with the specified requirements 1 91 Roof Membrane Manufacturer Warranty Furnish the roof membrane manufacturer s 25 year no dollar limit roof system material and inst
381. for each type of substrate 3 54 Coating Systems a Systems by Substrates Apply coatings that conform to the respective specifications listed in the following Tables Table EXTERIOR Division 3 Exterior Concrete Paint Table Division 5 Exterior Metal Ferrous and Non Ferrous Paint Table INTERIOR Division 5 Interior Metal Ferrous and Non Ferrous Paint Table b Minimum Dry Film Thickness DFT Apply paints primers varnishes enamels undercoats and other coatings to a minimum dry film thickness of 1 5 mil each coat unless specified otherwise in the Tables Coating thickness where specified refers to the minimum dry film thickness Coatings for Surfaces Not Specified Otherwise Coat surfaces which have not been specified the same as surfaces having similar conditions of exposure d Existing Surfaces Damaged During Performance of the Work Including New Patches In Existing Surfaces Coat surfaces with the following 1 One coat of primer 2 One coat of undercoat or intermediate coat SECTION 09 90 00 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 One topcoat to match adjacent surfaces 3 6 COATING SYSTEMS FOR METAL Apply coatings of Tables in Division 5 for Exterior and Interior a Apply specified ferrous metal primer on the same day that surface is cleaned to sur
382. forms of not less than 6 inches and clear distance between reinforcing bars or reinforcing bar and face of form of not less than 1 inch Monolithic concrete slabs and other flatwork having a depth of not less than 2 1 2 inches and a clear distance between reinforcing bars of not less than 1 inch Concrete joist construction beams reinforced walls and other formed work having a clear distance between reinforcing bars and face of form of less than 1 inch Nonreinforced slabs and other flatwork having a depth of less than 2 1 2 inches Maximum size of aggregate may be that required for most critical type of SECTION 03 30 00 Page 22 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J construction using that concrete class Specify gradation of aggregates for separate floor topping 2 8 4 Slump Provide slump for concrete at time and in location of placement as follows TYPE OF CONSTRUCTION SLUMP Footings unreinforced walls Not less than 1 inch nor more than 3 inches Beams monolithic slabs Not less than 1 inch nor more than 4 inches Ramps and other sloping surfaces 0 nor more than 3 inches PART 3 EXECUTION Sud EXAMINATION Do not begin installation until substrates have been properly constructed verify that substrates are plumb and true If substrate preparation is the responsibility of another installer notify Architect Engineer of unsatisfactory preparat
383. g and existing water piping affected by Contractor s operations in accordance with AWWA C651 Fill piping systems with solution containing minimum of 50 parts per million of available chlorine and allow solution to stand for minimum of 24 hours Flush solution from the systems with domestic water until maximum residual chlorine content is within the range of 0 2 and 0 5 parts per million or the residual chlorine content of domestic water supply Obtain at least two consecutive satisfactory bacteriological samples from new water piping analyze by a certified laboratory and submit the results prior to the new water piping being placed into service Disinfection of systems supplying nonpotable water is not required 3224544 Installation of ID Ball Markers Install ID ball markers to pipe directions bends depths of pipes road crossings and other pertinent data of subsurface pipe systems 3 2 FIELD QUALITY CONTROL 3 2 1 Field Tests and Inspections Prior to hydrostatic testing obtain Contracting Officer approval of the proposed method for disposal of waste water from hydrostatic testing The Contracting Officer will conduct field inspections and witness field tests specified in this section The Contractor shall perform field tests and provide labor equipment and incidentals required for testing The Contractor shall produce evidence when required that a
384. g equipment devices Marking strips drawings G SD 03 Product Data 4 QUALITY ASSURANCI Receptacles G Circuit breakers G Switches G Enclosed circuit breakers G Manual motor starters G Submittals shall include performance and characteristic curves SD 06 Test Reports 600 volt wiring test G Grounding system test G Ground fault receptacle test G 2452 Fuses Submit coordination data as specified in paragraph FUSES of this section SECTION 26 20 00 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1242 Regulatory Requirements In each of the publications referred to herein consider the advisory provisions to be mandatory as though the word shall had been substituted for should wherever it appears Interpret references in these publications to the authority having jurisdiction or words of similar meaning to mean the Contracting Officer Equipment materials installation and workmanship shall be in accordance with the mandatory and advisory provisions of NFPA 70 unless more stringent requirements are specified or indicated 1 4 3 Standard Products Provide materials and equipment that are products of manufacturers regularly engaged in the production of such products which are of equal material design and workmanship Products shall have been in satisfactory comme
385. g structural members for passage of pipes or for pipe hanger SECTION 21 13 13 00 10 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J fastenings will not be permitted Pipes that must penetrate concrete or masonry walls or concrete floors shall be core drilled and provided with pipe sleeves Each sleeve shall be Schedule 40 galvanized steel ductile iron or cast iron pipe and shall extend through its respective wall or floor and be cut flush with each wall surface Sleeves shall provide required clearance between the pipe and the sleeve per NFPA 13 The space between the sleeve and the pipe shall be firmly packed with mineral wool insulation Where pipes penetrate fire walls fire partitions or floors pipes shall be fire stopped in accordance with Section 07 84 00 FIRESTOPPING n penetrations that are not fire rated or not a floor penetration the space between the sleeve and the pipe shall be sealed at both ends with plastic waterproof cement that will dry to a firm but pliable mass or with a mechanically adjustable segmented elastomer seal 3 4 8 Escutcheons Escutcheons shall be provided for pipe penetration of ceilings and walls Escutcheons shall be securely fastened to the pipe at surfaces through which piping passes 3 4 9 Insp
386. ght Flow Indicator Drains Flexible Pipe Connectors Bellows Expansion Joints Thermometers Pipe Sleeves Escutcheons Buried Utility Tape Framed Instructions PIPE HANGERS AND SUPPORTS 2T Seismic Requirements Structural Attachments FIELD QUALITY CONTROLS sol Tests Exterior Coating Holiday Test Preliminary Pneumatic Test Final Pneumatic Test Hydrostatic Test 225 Exterior Containment Piping Tests 3 4 SYSTEM PERFORMANCE TESTS 335 DEMONSTRATIONS I gt WwW PK Po Ww N N 9 WW WWW WW C9 CO WW CO CO 3 3 3 3 gt Ww C C9 CO CO End of Section Table of Contents SECTION 33 52 10 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI 70000810 SECTION 33 52 10 SERVICE PIPING FUEL SYSTEMS PART 1 GENERAL ed SUMMARY This section defines the requirements for pipe piping components and valves as related to fuel distribut Provide the entire fuel distributio operational system Size select ion systems non aviation type n system as a complete and fully construct and install equipment and system components to operate together as a complete system of functions specified herein will Substitutions not be accepta
387. gn and shall D2000 for circulating medium up to 239 degrees F O ASTM A183 Grooved Coupling nuts and bolts for use in A common base plate shall be provided for each horizontal shaft fire pump for mounting pump and driver unit The base plate shall be constructed of cast iron with raised lip tapped for drainage or welded steel shapes with suitable drainage provided with a 1 inchgalvanized steel floor drain Each base plate for the horizontal fire pumps shall be drain line piped to the nearest Pump units and bases shall be mounted on a raised 4 inches reinforced concrete pad that is an integral part of the reinforced concrete floor sT HOS T E VALVE MANIFOLD EST HEA DER Hose valve test header shall be connected by ASME inlet connection Hose valves shall be UL listed approved FM APP GUI with NFPA 1963 than 3 feet and no less than 2 feet above grade 16 FLOW M ET ER Meter shall be UL listed UL Fire Prot percent and 150 Package 2 for flow meter and controllers B16 5 Class UL Fire Prot NH Dir or FM approved FM APP GUI flow meters for fire pump installation with direct flow readout device Flow meter shall be capable of metering any waterflow quantities be percent of the rated flow of the pumps 150 flange Dir or FM DE bronze hose gate valves with 2 5 inches America
388. granted to the Officer in Charge of Construction to administer the construction of this project References in the ICC Codes to sections of Chapter 1 shall be applied appropriately by the Contracting Officer as authorized by his administrative cognizance and the FAR 1 4 DELIVERY STORAGE AND HANDLING Handle store and protect equipment and materials to prevent damage before and during installation in accordance with the manufacturer s recommendations and as approved by the Contracting Officer Replace damaged or defective items 155 PERFORMANCE REQUIREMENTS 1 5 47 Welding Piping shall be welded in accordance with qualified procedures using performance qualified welders and welding operators Procedures and welders shall be qualified in accordance with ASME BPVC SEC IX Welding procedures qualified by others and welders and welding operators qualified by another employer may be accepted as permitted by ASME B31 1 The Contracting Officer shall be notified 24 hours in advance of tests and the tests shall be performed at the work site if practicable Welders or welding operators shall apply their assigned symbols near each weld they make as a permanent record 14 6 REGULATORY REQUIREMENTS Unless otherwise required herein plumbing work shall be in accordance with ICC IPC Energy consuming products and systems shall be in accordance w
389. hall be zinc plated after fabrication 554 Valves Valves shall be UL listed UL Fire Prot Dir or FM approved FM APP GUIDE for fire protection service Valves shall have flange or threaded end connections Dd Gate Valves and Control Valves Gate valves and control valves shall be outside screw and yoke 0 S amp Y type which open by counterclockwise rotation Butterfly type control valves are not permitted SECTION 21 30 00 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 5 4 2 Tamper Switch The suction control valves the discharge control valves valves to test header and flow meter and the by pass control valves shall be equipped with valve tamper switches for monitoring by the fire alarm system 2 544 3 Check Valve Check valve shall be clear open swing type check valve with flange or threaded inspection plate 2 5 4 4 Relief Valve Relief valve shall be pilot operated or spring operated type conforming to NFPA 20 means of detecting water motion in the relief lines shall be provided where the discharge is not visible within the pump house 2 5 4 5 Circulating Relief Valve An adjustable circulating relief valve shall be provided for each fire pump in accordance with NFPA 20 2 5 5 Pipe Sleeves A pipe sleeve shall be provided at each location where piping passes entirely through walls
390. hat conforms to ASTM A182 A182M Type F304L 2 3 2 523 Control Piping Piping shall be seamless fully annealed stainless steel tubing conforming to ASTM A269 Grade TP316 with a hardness number not exceeding 80 HRB For 2 3 2 1 2 inch tubing provide a minimum 0 049 inch tubing wall thickness 4 Control Piping Fittings Fittings shall be the flareless Type 316 stainless steel type conforming to SAE J514 2563 23 Fiberglass Reinforced Plastic FRP Pipe Pipe shall be listed in UL Gas amp Oil Dir and be chemically compatible with the fuel to be handled Fittings end connections and adhesives shall be listed in UL Gas amp Oil Dir and be chemically compatible with the fuel to be handled Use only adhesives that have not exceeded the manufacturer s recommendations for shelf life and pot life 2 3 4 Exterior Containment Piping System a Piping system shall be the factory fabricated double wall type that conforms to ASME B31 3 and NFPA 30 Product pipe shall be as indicated on the drawings and as specified herein The exterior containment pipe shall be fiberglass reinforced plastic FRP that conforms to ASTM D5677 except as modified herein Containment pipe shall be chemically compatible with the type of fuel to be handled be non corrosive dielectric non biodegradable and resistant to attack from microbial growth Containment piping shall be capable of with
391. he drawings and specifications The masonry inspector shall keep a complete record of all inspections and shall submit daily written reports to the Quality Control Supervisory Representative reporting the quality of masonry construction Submit copies of masonry inspector reports 242 Detail Drawings Submit detail drawings showing bar splice locations Bent bars shall be identified on a bending diagram and shall be referenced and located on the drawings Wall dimensions bar clearances and wall openings greater than one masonry unit in area shall be shown No approval will be given to the shop drawings until the Contractor certifies that all openings including those for mechanical and electrical service are shown If during construction additional masonry openings are required the approved shop drawings shall be resubmitted with the additional openings shown along with the proposed changes Location of these additional openings shall be clearly highlighted The minimum scale for wall elevations shall be 1 4 inch per foot Reinforcement bending details shall conform to the requirements of ACI SP 66 Submit drawings including plans elevations and details of wall reinforcement details of reinforcing bars at corners and wall intersections offsets tops bottoms and ends of walls control and expansion joints lintels and wall openings 5 D
392. id with a minimum slope of 4 inches per 100 feet Depending on the contour of the finished grade the high point may be at a terminal a manhole a handhole or between manholes or handholes Short radius manufactured 90 degree duct bends may be used only for pole or equipment risers unless specifically indicated as acceptable The minimum manufactured bend radius shall be 18 inches for ducts of less than 3 inch diameter and 36 inches for ducts 3 inches or greater in diameter Otherwise long sweep bends having a minimum radius of 25 feet shall be used for a change of direction of more than 5 degrees either horizontally or vertically Both curved and straight sections may be used to form long sweep bends but the maximum curve used shall be 30 degrees and manufactured bends shall be used Ducts shall be provided with end bells whenever duct lines terminate in manholes or handholes 3 4 2 Treatment Ducts shall be kept clean of concrete dirt or foreign substances during construction Field cuts requiring tapers shall be made with proper tools and match factory tapers A coupling recommended by the duct manufacturer shall be used whenever an existing duct is connected to a duct of different material or shape Ducts shall be stored to avoid warping and deterioration with ends sufficiently plugged to prevent entry of any water or solid substances Ducts shall be thoroughly cleaned before being laid
393. identification imprinted in bold black letters continuously and repeatedly over entire tape length Warning identification shall be at least 1 inch high and shall state as a minimum FUEL PIPING BELOW Provide permanent code and letter coloring that is unaffected by moisture and other substances contained in trench backfill material 8 FINISHES Ship store and handle coating materials as well as apply and cure coatings in accordance with SSPC PA 1 vies Exterior Coating Direct Buried Piping Factory Coating Provide direct buried pipe and piping components with a factory applied adhesive undercoat and continuously extruded plastic resin coating in accordance with NACE SP0185 or AWWA C215 minimum thickness of plastic resin shall be 36 mils for pipe sizes 6 inches and larger 8222 Girth Welds Coat girth welds using one of the following processes a Heat shrink sleeves in accordance with AWWA C216 b Wax tape coatings in accordance with AWWA C217 c Cold applied tape coatings in accordance with AWWA C209 8 1 3 Damaged Coatings Repair damaged coating areas using one of the following processes a Wax tape coatings in accordance with AWWA C217 b Cold applied tape coatings in with AWWA C209 8 1 4 Rock Shield Provide a minimum 3 8 inch thick perforated rock shield around buried piping Rock shield shall consist of a polyethylene outer s
394. identified therein that are applicable to the specific piping system 44 2 Piping in Exposed Areas Install exposed piping without diminishing exit access widths corridors or equipment access Exposed horizontal piping including drain piping shall be installed to provide maximum headroom 23 Piping Finished Areas In areas with suspended or dropped ceilings and in areas with concealed spaces above the ceiling piping shall be concealed above ceilings Piping shall be inspected tested and approved before being concealed Risers and similar vertical runs of piping in finished areas shall be concealed 2 4 4 Upright Sprinklers Riser nipples or sprigs to upright sprinklers shall contain no fittings between the branch line tee and the reducing coupling at the sprinkler Riser nipples exceeding 30 inches in length shall be individually supported M Pipe Joints Pipe joints shall conform to NFPA 13 except as modified herein Not more than four threads shall show after joint is made up Welded joints will be permitted only if welding operations are performed as required by NFPA 13 at the Contractor s fabrication shop not at the project construction site Flanged joints shall be provided where indicated or required by NFPA 13 Grooved pipe and fittings shall be prepared in accordance with the manufacturer s latest published specification according to pipe material wall thickness and size Groove
395. ieu of ball bearing hinges S22 Mechanical Cipher Locks Mechanical cipher locks offers a convenient way to control access no keys or cards to manage no computers to program no batteries to replace and combination can be changed in seconds without removing the lock from the door x23 Cylinders and Cores Provide cylinders and cores Schlage interchangeable cores with six pin tumblers C key way master keying system to the existing DPW system Provide cylinders from products of one manufacturer and provide cores from the products of one manufacturer Stamp each interchangeable core with a key control symbol in a concealed place on the core 2 4 Mechanical Cipher Lock System Proide mechanical cipher lock sytem key override and removable cores 2 5 Lock Trim Cast forged or heavy wrought construction and commercial plain design Lever Handles Provide lever handles in lieu of knobs where indicated in paragraph entitled Hardware Schedule Conform to the minimum requirements of ANSI BHMA A156 13 for mortise locks of lever handles for exit devices Provide lever handle locks with a breakaway feature such as a weakened spindle or a shear key to prevent irreparable damage to the lock when force in excess of that specified in ANSI BHMA A156 13 is applied to the lever handle Provide lever handles return to within 1 2 inch of the door face 2 6 Door
396. ilities Movement of construction machinery and equipment over pipes and utilities during construction shall be at the Contractor s risk Excavation made with power driven equipment is not permitted within two feet of known Government owned utility or subsurface construction For work immediately adjacent to or for excavations exposing a utility or other buried obstruction excavate by hand Start hand excavation on each side of the indicated obstruction and continue until the obstruction is uncovered or until clearance for the new grade is assured Support uncovered lines or other existing work affected by the contract excavation until approval for backfill is granted by the Contracting Officer Report damage to utility lines or subsurface construction immediately to the Contracting Officer PART 2 PRODUCTS SOIL MATERIALS Satisfactory Materials Any materials classified by ASTM D2487 as GW GP GM GP GM GW GM GC GP GC GM GC SW or SP free of debris roots wood scrap material vegetation refuse soft unsound particles and deleterious or objectionable materials Unless specified otherwise the maximum particle diameter shall be one half the lift thickness at the intended location SECTION 31 23 00 00 20 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 1 2 Unsatisfactory Ma
397. indicated otherwise nailers shall be 6 inches wide and the same thickness as the insulation Anchor nailers securely to underlying construction Anchor perimeter nailers in accordance with FM 4435 3 2 2 Wood Blocking Provide proper sizes and shapes at proper locations for the installation and attachment of wood and other finish materials fixtures equipment and items indicated or specified Su ERECTION TOLERANCES a Framing members which will be covered by finishes such as wallboard plaster or ceramic tile set in a mortar setting bed shall be within the following limits 1 Layout of walls and partitions 1 4 inch from intended position 2 Plates and runners 1 4 inch in 8 feet from a straight line 3 Studs 1 4 inch 8 feet out of plumb not cumulative 4 Face of framing members 1 4 inch in 8 feet from a true plane b Framing members which will be covered by ceramic tile set in dry set mortar latex portland cement mortar or organic adhesive shall be within the following limits 1 Layout of walls and partitions 1 4 inch from intended position 2 Plates and runners 1 8 inch in 8 feet from a straight line 3 Studs 1 8 inch in 8 feet out of plumb not cumulative 4 Face of framing members 1 8 in 8 feet from a true plane End of Section SECTION 06 10 00 Page 6 5 55 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI
398. ing 0252 SD 03ProductData jr Doors Cid am id a ed a Accessories Sz Weatherstripping 5 i p il ll y a y i He y E 1 22 4 is ai pu ef i aaa bt ie y y y _ SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 7 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt amm e SCHEDULE DATES ACTION T C T R L A S R 5 5 C C M S P A T T E R E T C A C N N A R L 5 T E C C E DESCRIPTION APPROVAL MATERIAL DATE DATE N D OF D OF T ITEM SUBMITTED H N R SUBMIT E ACTION E ACTION b d e f h i I m n o _ fwarowes s p L P p 099000 SD 03 ProductData l ll 1 l1 Ll ll o coig S o Ts Manufacturers Technical Data 21 TT 7 Ll Sheets bL LL LL Ll LL 7 J J sbosampes
399. ing electrodes shall be installed as shown on the drawings and as follows a Driven rod electrodes Unless otherwise indicated ground rods shall be driven into the earth until the tops of the rods are approximately 1 foot below finished grade b Additional electrodes When the required ground resistance is not met additional electrodes shall be provided interconnected with grounding conductors to achieve the specified ground resistance The additional electrodes will be up to three 10 feet rods spaced a minimum of 10 feet apart a singl xtension type rod 3 4 inch diameter up to 30 feet long high ground resistance UL listed chemically charged ground rods may be used If the resultant resistance exceeds 25 ohms measured not less than 48 hours after rainfall the Contracting Officer shall be notified immediately 3 6 2 Grounding and Bonding Connections Connections above grade shall be made by the fusion welding process or with bolted solderless connectors in compliance with UL 467 and those below grade shall be made by a fusion welding process Where grounding conductors are connected to aluminum composition conductors specially treated or lined copper to aluminum connectors suitable for this purpose shall be used SECTION 33 70 02 00 10 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3
400. ings valves and strainers Rigid couplings shall be designed for not less than 125 psi service and appropriate for static head plus the pumping head and shall provide a watertight joint Grooved fittings and couplings and grooving tools shall be provided from the same manufacturer Segmentally welded elbows shall not be used Grooves shall be prepared in accordance with the coupling manufacturer s latest published standards Grooving shall be performed by qualified grooving operators having demonstrated proper grooving procedures in accordance with the tool manufacturer s recommendations The Contracting Officer shall be notified 24 hours in advance of test to demonstrate operator s capability and the test shall be performed at the work site if practical or at a site agreed upon The operator shall demonstrate the ability to properly adjust the grooving tool groove the pipe and to verify the groove dimensions in accordance with the coupling manufacturer s specifications SECTION 22 00 00 Page 18 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 341233 Unions and Flanges Unions flanges and mechanical couplings shall not be concealed in walls ceilings or partitions Unions shall be used on pipe sizes 2 1 2 inches and smaller flanges shall be used on pipe sizes 3 inches and larger 34145254 Grooved Mechanical
401. insulation whichever is greater n Hangers and supports for plastic pipe shall not compress distort cut or abrade the piping and shall allow free movement of pipe except where otherwise required in the control of expansion contraction 321 523 Structural Attachments Attachment to building structure concrete and masonry shall be by cast in concrete inserts built in anchors or masonry anchor devices Inserts and anchors shall be applied with a safety factor not less than 5 Supports shall not be attached to metal decking Supports shall not be attached to the underside of concrete filled floor or concrete roof decks unless approved by the Contracting Officer Masonry anchors for overhead applications shall be constructed of ferrous materials only 3 1 6 Welded Installation Plumbing pipe weldments shall be as indicated Changes in direction of piping shall be made with welding fittings only mitering or notching pipe to form elbows and tees or other similar type construction will not be permitted Branch connection may be made with either welding tees or forged branch outlet fittings Branch outlet fittings shall be forged flared for improvement of flow where attached to the run and reinforced against external strains Beveling alignment heat treatment and inspection of weld shall conform to ASME B31 1 Weld defects shall be removed and repairs made to the weld or the weld joints shall be entirely removed an
402. ion before processing Check field dimensions before beginning installation If dimensions vary too much from design dimensions for proper installation notify Architect Engineer and wait for instructions before beginning installation 3 2 PREPARATION Determine quantity of concrete needed and minimize the production of excess concrete Designate locations or uses for potential excess concrete before the concrete is poured S261 General Surfaces against which concrete is to be placed must be free of debris loose material standing water snow ice and other deleterious substances before start of concrete placing Remove standing water without washing over freshly deposited concrete Divert flow of water through side drains provided for such purpose 3 2 2 Subgrade Under Foundations and Footings When subgrade material is semiporous and dry sprinkle subgrade surface with water as required to eliminate suction at the time concrete is deposited When subgrade material is porous seal subgrade surface by covering surface with specified vapor retarder this may also be used over semiporous dry subgrade material instead of water sprinkling 522 Subgrade Under Slabs on Ground Before construction of slabs on ground have underground work on pipes and SECTION 03 30 00 Page 23 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J conduits completed and approved Previously
403. ion following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Roof edge flashing Indicate thicknesses dimensions fastenings and anchoring methods expansion joints and other provisions necessary for thermal expansion and contraction Scaled manufacturer s catalog data may be submitted for factory fabricated items SECTION 07 60 00 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Ts 4 DELIVERY HANDLING AND STORAGI Package and protect materials during shipment Uncrate and inspect materials for damage dampness and wet storage stains upon delivery to the job site Remove from the site and replace damaged materials that cannot be restored to like new condition Handle sheet metal items to avoid damage to surfaces edges and ends Store materials in dry weather tight ventilated areas until immediately before installation PART 2 PRODUCTS 2 2 1 MATERIALS Conform to the requirements specified and to the thicknesses and configurations established in SMACNA Arch Manual for the materials Different items need not be of the same metal except that if copper is selected for any exposed item all exposed item
404. ion of either ICEA or NEMA standards AVI T Conductor Material Underground cables shall be annealed copper complying with ASTM B3 and ASTM B8 ntermixing of copper and aluminum conductors is not permitted xps Insulation Insulation must be in accordance with NFPA 70 and must be UL listed for the application or meet the applicable sections of either ICEA or NEMA standards fe oer es Jackets Multiconductor cables shall have an overall PVC outer jacket 4 1 4 Direct Buried Single and multi conductor cables shall of a type identified for direct burial Service entrance cables shall conform to UL 854 for Type USE service entrance cable 24 1 5 In Duct Cables shall be single conductor cable in accordance with NFPA 70 5 CABLE JOINTS TERMINATIONS AND CONNECTORS 25 2 1 Cable Splices Low voltage cable splices and terminations shall be rated at not less than 600 Volts Splices in conductors No 10 AWG and smaller shall be made with an insulated solderless pressure type connector conforming to the applicable requirements of UL 486A 486B Splices in conductors No 8 AWG and larger shall be made with noninsulated solderless pressure type connector conforming to the applicable requirements of UL 486A 486B Splices shall then be covered with an insulation and jacket material equivalent to the conductor insulatio
405. ior to the pressure test fill that portion of the pipeline being tested with water for a soaking period of not less than 24 hours For leakage test use a hydrostatic pressure not less than the maximum working pressure of the system Leakage test may be performed at the same time and at the same test pressure as the pressure test 343 CLEANUP Upon completion of the installation of water lines and appurtenances all debris and surplus materials resulting from the work shall be removed End of Section SECTION 33 11 00 Page 11 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU SECTION TABLE OF CONTENTS DIVISION 33 UTILITIES SECTION 33 52 10 SERVICE PIPING FUEL SYSTEMS PART 1 GENERAL SUMMARY 21 1 Related Sections 152 REFERENCES 222 SUBMITTALS 1 4 QUALITY ASSURANCE 1 4 1 Contractor Qualifications 24 2 Regulatory Requirements 1 4 2 1 Licensed Personnel 1 5 DELIVERY STORAGE AND HANDLING 1 6 PROJECT SITE CONDITIONS PART 2 PRODUCTS 2 1 MATERIALS AND EQUIPMENT 2c qs Standard Products 25122 Nameplates 222 23 Gaskets 21 3 1 Nitrile Butadiene Buna N 2 1 3 2 Acrylonitrile Butadiene Rubber
406. iptive literature for doors and frames Include data and details on door construction panel internal reinforcement insulation and door edge construction AND HANDLING Deliver doors and frames undamaged and with protective wrappings or packaging Provide temporary steel spreaders securely fastened to the bottom of each welded frame Remove damp or wet packaging immediately and wipe affected surfaces dry Replace damaged materials with new SECTION 08 11 13 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J PART 2 PRODUCTS 25s T STANDARD STEEL DOORS DI DOOR A250 8 except as specified otherwise Prepare doors to receive oor hardware as specified in Section 08 71 00 Undercut where indicated xterior doors shall have top edge closed flush and sealed to prevent water ntrusion Doors shall be 1 3 4 inch thick unless otherwise indicated H mH an Classification Level Performance Model 32 Heavy Duty Doors SDI DOOR A250 8 Level 2 physical performance Level B Model 1 with core construction as required by the manufacturer for exterior doors of size s and design s indicated Where vertical stiffener cores are required the space between the stiffeners shall be filled with mineral board insulation
407. irator fit test at the time of initial fitting and at least annually thereafter as required by 29 CFR 1926 62 b Establish and implement a respiratory protection program as required by 788 6 29 CFR 1926 103 29 CFR 1926 62 29 CFR 1926 55 52 7 Hazard Communication Program Establish and implement a Hazard Communication Program as required by 29 CFR 1926 59 1 5 2 6 Lead Waste Management The Lead Waste Management Plan shall comply with applicable requirements of federal State and local hazardous waste regulations and address a Identification and classification of wastes associated with the work b Estimated quantities of wastes to be generated and disposed of c Names and qualifications of each contractor that will be transporting storing treating and disposing of the wastes Include the facility location and operator and a 24 hour point of contact Furnish two copies of USEPA State and local hazardous waste permit applications permits manifests and USEPA Identification numbers d Names and qualifications experience and training of personnel who will be working on site with hazardous wastes SECTION 02 83 13 00 20 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J e List of waste handling equipment to be used in performing the work to include cleaning volume r
408. ire protection water main shall be laid and joints anchored in accordance with NFPA 24 Minimum depth of cover shall be 3 feet The supply line shall terminate inside the building with a flanged piece the bottom of which shall be set not less than 6 inches above the finished floor blind flange shall be installed temporarily on top of the flanged piece to prevent the entrance of foreign matter into the supply line A concrete thrust block shall be provided at the elbow where the pipe turns SECTION 21 13 13 00 10 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J up toward the floor In addition joints shall be anchored in accordance with NFPA 24 using pipe clamps and steel rods from the elbow to the flange above the floor and from the elbow to a pipe clamp in the horizontal run of pipe Buried steel components shall be provided with a corrosion protective coating in accordance with AWWA C203 Piping more than 5 feet outside the building walls shall meet the requirements of Section 33 11 00 WATER DISTRIBUTION 3 6 EARTHWORK Earthwork shall be performed in accordance with applicable provisions of Section 31 23 00 00 20 EXCAVATION AND FILL ELECTRICAL WORK Except as modified herein electric equipment and wiring shall be in accordance with Secti
409. ired in accordance with the manufacturer s printed instructions and as approved Repair damaged surfaces caused by scratches blemishes and variations of color and surface texture Replace items which cannot be repaired TABLE I SHEET METAL WEIGHTS THICKNESSES AND GAGES Sheet Metal Items Stainless Steel inch Flashings Roof Edge End of Section SECTION 07 60 00 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION TABLE OF CONTENTS DIVISION 07 THERMAL AND MOISTURE PROTECTION SECTION 07 72 00 ROOF VENTILATORS GRAVITY TYPE PART 1 GENERAL REFERENCES DESIGN REQUIREMENTS SUBMITTALS QUALITY ASSURANCE DELIVERY STORAGE AND HANDLING I OP WNP PART 2 PRODUCTS MATERIALS 4 Aluminum Extrusions da Aluminum Sheets 1 3 Galvanized Steel Sheets STATIONARY VENTILATORS FABRICATION CURB BASES SCREENS FINISH Peo areal Aluminum Finish NMNNNN PO 0 hO P2 PO PO ES PART 3 EXECUTION PREPARATION INSTALLATION PROTECTION WW w of Section Table of Contents SECTION 07 72 00 Page 1 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J
410. irements A manufacturer s willingness to sell its firestopping products to the Contractor or to an installer engaged by the Contractor does not in itself confer installer qualifications on the buyer The Installer shall have been trained by a direct representative of the manufacturer not distributor or agent SECTION 07 84 00 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 te DELIVERY STORAGI in the proper selection and installation procedures The installer shall obtain from the manufacturer written certification of training and retain proof of certification for duration of firestop installation 4 2 Manufacturer s Technical Representative The manufacturer s technical representative shall be a direct representative of the manufacturer not a distributor or an agent Provide current documentation from the manufacturer that he or she is direct representative of the manufacturer and is qualified to preform the specified inspections and certify the firestopping installation AND HANDLING Deliver materials in the original unopened packages or containers showing name of the manufacturer and the brand name Store materials off the ground protected from damage and exposure to elements Remove damaged or deteriorated materials from the site PART 2 PRODUCTS
411. is from the equipment and dispose of outside the masonry SECTION 04 20 00 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 6 4 2 Vibrators Internal vibrators shall maintain a speed of not less than 5 000 impulses per minute when submerged in the grout Maintain at least one spare vibrator at the site at all times Apply vibrators at uniformly spaced points not further apart than the visible effectiveness of the machine Limit duration of vibration to time necessary to produce satisfactory consolidation without causing segregation 3 6 5 Grout Placement Lay masonry to the top of a pour before placing grout Grout shall not be placed in hollow unit masonry until mortar joints have set for at least 24 hours Grout shall be placed using a hand bucket concrete hopper or grout pump to completely fill the grout spaces without segregation of the aggregates Vibrators shall not be inserted into lower pours that are semi solidified state The height of grout pours and type of grout used shall be limited by the dimensions of grout spaces as indicated in Table I Low lift grout methods may be used on pours up to and including 5 feet in height High lift grout methods shall be used on pours exceeding 5 feet in height 3916542 Low Lift Method Grout shall be placed at a rate that will not cause
412. is specification to the xtent referenced The publications are referred to within the text by the basic designation only I AMERICAN CONCRETE INSTITUTE INTERNATIONAL ACI ACI 530 530 1 2011 Errata 2011 Building Code Requirements and Specification for Masonry Structures and Related Commentaries ACI SP 66 2004 ACI Detailing Manual ASTM INTERNATIONAL ASTM ASTM A153 A153M 2009 Standard Specification for Zinc Coating Hot Dip on Iron and Steel Hardware ASTM A615 A615M 20095 Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement ASTM A641 A641M 2009a Standard Specification for Zinc Coated Galvanized Carbon Steel Wire ASTM A82 A82M 2007 Standard Specification for Steel Wire Plain for Concrete Reinforcement ASTM C1019 2011 Standard Test Method for Sampling and Testing Grout ASTM C129 2011 Standard Specification for Nonloadbearing Concrete Masonry Units ASTM C144 2011 Standard Specification for Aggregate for Masonry Mortar ASTM C150 C150M 2011 Standard Specification for Portland Cement ASTM C207 2006 R 2011 Standard Specification for Hydrated Lime for Masonry Purposes ASTM C270 2012 Standard Specification for Mortar for Unit Masonry ASTM C476 2010 Standard Specification for Grout SECTION 04 20 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI
413. itches shall be rated quiet type ac only 120 277 volts with current rating and number of poles indicated 8 2 Disconnect Switches NEMA KS 1 Provide heavy duty type switches where indicated where switches are rated higher than 240 volts and for double throw switches Fused switches shall utilize Class R fuseholders and fuses unless indicated otherwise Switches serving as motor disconnect means shall be horsepower rated Provide switches in NEMA 3R enclosure per NEMA ICS 6 9 RECEPTACLES UL 498 hard use heavy duty grounding type Ratings and configurations shall be as indicated Bodies shall be of brown as per NEMA WD 1 Face and body shall be thermoplastic supported on a metal mounting strap Dimensional requirements shall be per NEMA WD 6 Provide screw type Side wired wiring terminals or of the solderless pressure type having suitable conductor release arrangement Connect grounding pole to mounting strap The receptacle shall contain triple wipe power contacts and double or triple wipe ground contacts SW Weatherproof Receptacles Provide in cast metal box with gasketed weatherproof cast metal cover plate and gasketed cap over each receptacle opening Provide caps with a spring hinged flap Receptacle shall be UL listed for use in wet locations with plug in use SECTION 26 20 00 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEME
414. ith PL 109 58 and ASHRAE 90 1 IP SECTION 22 00 00 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 14 7 PROJECT SITE CONDITIONS The Contractor shall become familiar with details of the work verify dimensions in the field and advise the Contracting Officer of any discrepancy before performing any work 8 INSTRUCTION TO GOVERNMENT PERSONNEL When specified in other sections furnish the services of competent instructors to give full instruction to the designated Government personnel in the adjustment operation and maintenance including pertinent safety requirements of the specified equipment or system Instructors shall be thoroughly familiar with all parts of the installation and shall be trained in operating theory as well as practical operation and maintenance work Instruction shall be given during the first regular work week after the equipment or system has been accepted and turned over to the Government for regular operation The number of man days 8 hours per day of instruction furnished shall be as specified in the individual section When more than 4 man days of instruction are specified use approximately half of the time for classroom instruction Use other time for instruction with the equipment or system When signific
415. ive of and in proportion to the number of each type and temperature rating of the sprinklers installed At least one wrench of each type required shall be provided 2241222 Sprinkler Guard Guard shall be a steel wire cage designed to encase the sprinkler and protect it from mechanical damage Guards shall be provided on sprinklers located as indicated SECTION 21 13 13 00 10 Page 12 5 55 2 12 53 PART 3 3 3 ek PE FIELI 2 4 4 R a PUMP R EPLAC ENT BU NG 9 KUNIA TUNNEL OAHU HI Identification Sign NSA 03 RJ000081J Valve identification sign shall be minimum 6 inches wide by 2 inches high with enamel baked finish on minimum 18 gauge steel or 0 024 inch aluminum with red letters on a white background or white letters on red background Wording of sign shall include auxiliary drain inspector s test but not be limited to alarm test similar wording as required to identify operational components DOUBL E CH ECK VALVE BACKFLOW PR EV ENT I MBLY ON ASS B Double check backflow prevention assembly shall assembly shall have a bronze flanged ends The assembly shall OS amp Y shutoff valves for continuous pressure application be rated for working pressure of 175 psi 6 psi at a flow rate equal t
416. ively 2 10 3 2 Circuit Breakers for HVAC Equipment Circuit breakers for HVAC equipment having motors group or individual shall be marked for use with HACR type and UL listed as HACR type 2 11 ENCLOSED CIRCUIT BREAKERS I UL 489 Individual molded case circuit breakers with voltage and continuous current ratings number of poles overload trip setting and short circuit current interrupting rating as indicated Enclosure type as indicated Provide solid neutral 212 MANUAL MOTOR STARTERS MOTOR RATED SWITCHES I Three pole designed for surface mounting with overload protection 2 413 GROUNDING AND BONDING EQUIPMENT 2 13 1 Ground Rods UL 467 Ground rods shall be copper clad steel with minimum diameter of 3 4 inch and minimum length of 10 feet 2 14 HAZARDOUS LOCATIONS Electrical materials equipment and devices for installation in hazardous locations as defined by NFPA 70 shall be specifically approved by Underwriters Laboratories Inc or Factory Mutual for particular Class Division and Group of hazardous locations involved Boundaries and classifications of hazardous locations shall be as indicated Equipment in hazardous locations shall comply with UL 877 for circuit breakers UL 886 for outlet boxes and fittings UL 1010 for receptacles UL 674 for motors and UL 698 for industria
417. ix Proportions for Normal Weight Concrete 2 Required Average Strength of Mix Design Ready Mix Concrete ON 03 30 00 ECT Page 1 5 55 PART 3 WwW w WWWWWWW WW CO PO S oO NNNNAOANAINANN NO CO gt BO BO BO Gg G4 dq U1 l2 NNNNDN WW w gt WOON RE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU Concrete Curing Materials lt i Absorptive Cover 2 Moisture Retaining Cover 3 Membrane Forming Curing Compound MATERIALS Cement dis s Fly Ash and Pozzolan s 2 Ground Granulated Blast Furnace Slag 213 Portland Cement Water Aggregates Nonshrink Grout Admixtures Pozzolan Vapor Retarder Materials for Curing Concrete 27 Impervious Sheeting 7 2 Pervious Sheeting VA Liquid Membrane Forming Compound Liquid Chemical Sealer Hardener Compound Expansion Contraction Joint Filler 2927 Preformed Joint Filler Strips 0 Joint Sealants eL Horizontal Surfaces 3 Percent Slope Maximum 22 29 Vertical Surfaces Greater Than 3 Percent Slope Joint Sealant Compound Latex Bonding Compound INFORCEMENT Reinforcing Bars Weldable Reinforcing Bars PP RPP PUODRRRBADPOUPRPWNHPRKP BER l3 s w A Wire welded Wire Fabric 2 Steel Wire R
418. join exposed interior Match adjacent concrete and masonry surfaces surface color C Joints of interior masonry walls unless otherwise detailed Match adjacent surface color d Interior locations not otherwise indicated or specified Match adjacent where small voids exist between materials specified to be surface color painted 2 1 2 Exterior Sealant For joints in vertical surfaces provide ASTM C920 Type S or M Grade NS Class 25 Use NT For joints in horizontal surfaces provide ASTM C920 SECTION 07 92 00 Page 3 5 55 FIRE PUMP REPLACEMENT BUILDING 9 Type S or M Grade P Class 25 Use T sealant as follows LOCATION a Joints and recesses formed where frames which adjoin masonry Use sealant at both exterior and interior surfaces of exterior wall penetrations b Joints between new and existing exterior masonry walls c Voids where items pass through exterior walls NSA 03 KUNIA TUNNEL OAHU HI RJ000081J Provide location s and color s of COLOR Match adjacent surface color Match adjacent surface color Match adjacent surface color 2 2 PRIMERS Provide a nonstaining sealant manufacturer for the particular BOND BREAKERS quick drying type and consistency recommended by the application Provide the type and consistency recommended by the sealant manufacturer to prevent adhesion of the sealant to backing or to bottom of the joint
419. joints either formed or saw cut or cut with a jointing tool to the indicated depth after the surface has been finished Complete saw joints within 4 to 12 hours after concrete placement Protect joints from intrusion of foreign matter 5 8 Fabrication Shop fabricate reinforcing bars to conform to shapes and dimensions indicated for reinforcement and as follows SECTION 03 30 00 Page 28 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Provide fabrication tolerances that are in accordance with ACI MCP 1 ACI MCP 2 and ACI MCP 3 Provide hooks and bends that are in accordance with ACI MCP 3 and ACI MCP 4 Reinforcement must be bent cold to shapes as indicated Bending must be done in the shop Rebending of a reinforcing bar that has been bent incorrectly is not be permitted Bending must be in accordance with standard approved practice and by approved machine methods Tolerance on nominally square cut reinforcing bar ends must be in accordance with ACI MCP 3 Deliver reinforcing bars bundled tagged and marked Tags must be metal with bar size length mark and other information pressed in by machine Marks must correspond with those used on the placing drawings Do not use reinforcement that has any of the following defects a Bar lengths depths and bends beyond specifi
420. kfill material Tape shall be buried at a depth of 12 inches below the top surface of earth or the top surface of the subgrade under pavement 2 5 ABOVEGROUND PIPING COMPONENTS 2 5 1 Pipe Sizes 2 5 inches and Larger 2ubu d Pipe Piping shall be ASTM A53 A53M Weight Class STD Standard Schedule 40 except for Schedule 30 for pipe sizes 8 inchesand greater in diameter Type E or Type S Grade A black steel pipe Steel pipe shall be joined by means of flanges welded to the pipe or mechanical grooved joints only Piping shall not be jointed by welding or weld fittings Suction piping shall be galvanized on the inside in accordance with NFPA 20 25 1 2 Grooved Mechanical Joints and Fittings Joints and fittings shall be designed for not less than 175 psi service and shall be the product of the same manufacturer Fitting and coupling houses shall be malleable iron conforming to ASTM 47 47 Grade 32510 ductile iron conforming to ASTM A536 Grade 65 45 12 Gasket shall be the flush type that fills the entire cavity between the fitting and the pipe Nuts and bolts shall be heat treated steel conforming to ASTM A183 and shall be SECTION 21 30 00 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J cadmium plated or zinc elect
421. l The monitor modu with the control panel s Monitor module shal e shall led common backbox are not required to have an LED Pul loss of polling supervisory open or loss of listed as compatible with the control provide address setting means compatible SLC supervision and store an internal 1 contain an integral LEI l stations with a monitor modul Existing fire al be capable of defining any module as an or as a supervisory identifying D that flashes each time le ina arm system initiating device circuits shall be connected to a single module to power and supervise the circuit STORAGE BATT ERI ES Submit substantiating battery calculations for supervisory and alarm power requirements panel component Provide storage batteries which are 24 Vdc sealed lead calcium type requiring disconnected no additional Following capacity to operate all the batteries shall have including al Signaling devices in the total alarm mode for a minimum period of 15 minutes Locate batteries at the bottom of the panel with overcurrent protection in accordance with NFPA 72 BATTERY CHARGER Battery charger shall charging rate capabl Volts dc batteries are manual part of the unit assembly be completely automatic le of restoring the batteries from full to full charge within 48 hours ly plac
422. l characteristics in grout for the work unless additional evidence is furnished that the grout meets the specified requirements Ready Mixed grout shall conform to ASTM C94 C94M 6 ANCHORS TIES AND BAR POSITIONERS Anchors and ties shall be fabricated without drips or crimps and shall be zinc coated in accordance with ASTM A153 A153M Class B 2 Steel wire used for anchors and ties shall be fabricated from steel wire conforming to SECTION 04 20 00 Page 8 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J I ASTM A82 A82M Wire ties or anchors in exterior walls shall conform to ASTM A641 A641M Joint reinforcement in interior walls and in exterior or interior walls exposed to moist environment shall conform to ASTM A641 A641M coordinate with paragraph JOINT REINFORCEMENT below Anchors and ties shall be sized to provide a minimum of 5 8 inch mortar cover from either face Submit two anchors ties and bar positioners of each type used as samples 26 2 Wire Mesh Ties Wire mesh for tying 4 inch thick concrete masonry unit partitions to other intersecting masonry partitions shall be 1 2 inch mesh of minimum 16 gauge steel wire Minimum lengths shall be not less than 12 inches 6 2 Wall Ties Provide wall ties rectangular shaped or Z sha
423. l Data for Hazardous Materials Furnished to Government Activities U S NATIONAL ARCHIVES AND RECORDS ADMINISTRATION NARA 29 CFR 1910 1000 Air Contaminants 1 2 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES The current MPI Approved Product List which lists paint by brand label product name and product code as of the date of contract award will be used to determine compliance with the submittal requirements of this SECTION 09 90 00 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J T specification The Contractor may choose to use a subsequent MPI Approved Product List however only one list may be used for the entire contract and each coating system is to be from a single manufacturer All coats on a particular substrate must be from a single manufacturer No variation from the MPI Approved Products List is acceptable Samples of specified materials may be taken and tested for compliance with specification requirements In keeping with th
424. l be provided to allow longitudinal pipe movement Slide materials shall be suitable for the system operating SECTION 22 00 00 Page 22 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J temperatures atmospheric conditions and bearing loads encountered Lateral restraints shall be provided as needed Where steel slides do not require provisions for lateral restraint the following may be used 1 On pipe 4 inches and larger when the temperature of the medium is 60 degrees F or higher a Type 39 saddle welded to the pipe may freely rest on a steel plate 2 On pipe less than 4 inches a Type 40 shield attached to the pipe or insulation may freely rest on a steel plate 3 On pipe 4 inches and larger carrying medium less that 60 degrees F a Type 40 shield attached to the pipe or insulation may freely rest on a steel plate l Pipe hangers on horizontal insulated pipe shall be the size of the outside diameter of the insulation The insulation shall be continuous through the hanger on all pipe sizes and applications m Where there are high system temperatures and welding to piping is not desirable the type 35 guide shall include a pipe cradle welded to the guide structure and strapped securely to the pipe The pipe shall be Separated from the slide material by at least 4 inches or by an amount adequate for the
425. l controls 2 15 MANUFACTURER S NAMEPLATE Each item of equipment shall have a nameplate bearing the manufacturer s name address model number and serial number securely affixed in a conspicuous place the nameplate of the distributing agent will not be acceptable 2 16 FIELD FABRICATED NAMEPLATES I ASTM D709 Provide laminated plastic nameplates for each equipment enclosure relay switch and device as specified or as indicated on the SECTION 26 20 00 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J PART 3 EXECUTION 3 drawings Each nameplate inscription shall identify the function and when applicable the position Nameplates shall be melamine plastic 0 125 inch thick white with black center core Surface shall be matte finish Corners shall be square Accurately align lettering and engrave into the core Minimum size of nameplates shall be one by 2 5 inches Lettering shall be a minimum of 0 25 inch high normal block style 17 WARNING SIGNS Provide warning signs for flash protection in accordance with NFPA 70E and NEMA 7535 4 for switchboards panelboards industrial control panels and motor control centers that are in other than dwelling occupancies and are likely to require examination adjus
426. l runs of piping shall be braced at not more than 10 foot vertical intervals Braces for vertical runs shall be above the center of gravity of the segment being braced All sway braces shall be constructed in accordance with the drawings Sway braces shall attach to the structural system and shall not be connected to branch lines walls or floors 6 4 Clamps and Hangers Clamps or hangers on uninsulated pipes shall be applied directly to pipe Dl SWAY BRACES FOR DUCTS Braced Ducts Bracing details and spacing for rectangular and round ducts shall be in accordance with UFC 3 310 04 procedures However the design seismic loadings for these items shall not be less than loadings obtained using the procedures in UFC 3 310 04 Sd 2 Unbraced Ducts Hangers for unbraced ducts shall be attached to the duct within 2 inches of the top of the duct in accordance with SMACNA 1981 Unbraced ducts shall be installed with a 6 inch minimum clearance to vertical ceiling hanger wires End of Section SECTION 13 48 00 00 10 Page 7 NAS CSS FIRE PART 1 PART 2 N NONNNBWNE 00 gt Pop SY zl PUMP REPLACEMENT NG 9 KUNIA TUNNEL OAHU HI SECT ON TABLE
427. latile organic compound products QUALIFICATIONS FOR CONCRETE TESTING SERVICE Perform concrete testing by an approved laboratory and inspection service experienced in sampling and testing concrete Testing agency must meet the requirements of ASTM E329 1 9 QUALIFICATIONS FOR WELDING WORK Welding procedures must be in accordance with AWS D1 4 D1 4M Verify that Welder qualifications are in accordance with AWS D1 4 D1 4M or under an equivalent qualification test approved in advance Welders are SECTION 03 30 00 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J permitted to do only the type of welding for which each is specifically qualified 10 CONCRETE SAMPLING AND TESTING Testing by the Contractor must include sampling and testing concrete materials proposed for use in the work and testing the design mix for each class of concrete Perform quality control testing during construction Sample and test concrete aggregate materials proposed for use in the work in accordance with ASTM C33 C33M Sample and test portland cement in accordance with ASTM C150 C150M Sample and test air entraining admixtures in accordance with ASTM C233 C233M Testing must be performed by a Grade I Testing Technician PART 2 PRODUCTS 2 3 CONCR 1 MATERIALS FOR FOR
428. lence switch Controller shall be equipped with terminals for field connection of a remote alarm for main switch mis set pump running engine trouble and pump room trouble and terminals for remote start When engine emergency overspeed device operates the controller shall cause the engine to shut down without time delay and lock out until manually reset 9 BATTERIES Batteries for diesel engine driver shall be sealed lead calcium batteries Batteries shall be mounted in a steel rack with non corrosive non conductive base not less than 12 inches above the floor A completely separate pressure sensing line shall be provided for each fire pump and for the jockey pump The sensing line shall be arranged in accordance with Figure A 7 5 2 1 of NFPA 20 The sensing line shall be 1 2 inchH58 brass tubing complying with ASTM B135 The sensing line shall be equipped with two restrictive orifice unions each Restricted orifice unions shall be ground face unions with brass restricted diaphragms drilled for a 3 32 inch Restricted orifice unions shall be mounted in the horizontal position not less than 5 feet apart on the sensing line Two test connections shall be provided for each sensing line Test connections shall consist of two brass 1 2 inch globe valves and 1 4 inch gauge connection tee arranged in accordance with NFPA 20 One of the test connections shall be equipp
429. leted surface within the tolerances specified Where necessary to maintain the tolerances specified such as long spans where immediate supports are not possible camber formwork for anticipated deflections in formwork due to weight and pressure of fresh concrete and to construction loads Chamfer exposed joints edges and external corners a minimum of 3 4 inch by moldings placed in corners of column beam and wall forms Provide shores and struts with a positive means of adjustment capable of taking up formwork settlement during concrete placing operations Obtain adjustment with wedges or jacks or a combination thereof When adequate foundations for shores and struts cannot be secured provide trussed supports Provide temporary openings in wall forms column forms and at other points where necessary to permit inspection and to facilitate cleaning Provide forms that are readily removable without impact shock or damage to concrete 343 Coating Before concrete placement coat the contact surfaces of forms with a nonstaining mineral oil nonstaining form coating compound or two coats of nitrocellulose lacquer Do not use mineral oil on forms for surfaces to which adhesive paint or other finish material is to be applied 31 Reshoring Reshore concrete elements where forms are removed prior to the specified time period Do not permit elements to deflect or accept loads during form stripping or reshoring
430. level output rating of 85 dBA at 10 feet and operate in conjunction with the panel integral display The audible device shall be silenced by a system silence switch on the remote system The audible device shall be silenced by the system silence switch located at the remote location but shall not extinguish the visual indication The remote LED LCD visual display shall provide identification consisting of the word description and id number for each device as displayed on the control panel A rigid plastic phenolic or metal identification sign which reads Fire Alarm System Remote Display shall be provided at the remote audible visual display The remote visual appliance located with the audible appliance shall not be extinguished until the trouble or alarm has been cleared 230 2 Circuit Connections Connect circuit conductors entering or leaving the panel to screw type terminals with each conductor and terminal marked for identification 2333 System Expansion and Modification Capabilities Provide as part of this contract any equipment and software needed by qualified technicians to implement future changes to the fire alarm system 3 4 Addressable Control Module The control module shall be capable of operating as a relay dry contact form C for interfacing the control panel with other systems and to control door holders or initiate elevator fire service The module shall be UL liste
431. listed below form a part of this specification to the xtent referenced The publications are referred to within the text by the basic designation only INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS IEEE IEEE C62 41 1 2002 R 2008 Guide on the Surges Environment in Low Voltage 1000 V and Less AC Power Circuits IEEE C62 41 2 2002 Recommended Practice on Characterization of Surges in Low Voltage 1000 V and Less AC Power Circuits NATIONAL FIRE PROTECTION ASSOCIATION NFPA NFPA 70 2011 Errata 2 2012 National Electrical Code NFPA 72 2010 TIA 10 4 National Fire Alarm and Signaling Code NFPA 90A 2012 Standard for the Installation of Air Conditioning and Ventilating Systems UNDERWRITERS LABORATORIES UL UL 1242 2006 Reprint Jul 2007 Standard for Electrical Intermediate Metal Conduit Steel UL 1971 2002 Reprint Oct 2008 Signaling Devices for the Hearing Impaired UL 268 2009 Smoke Detectors for Fire Alarm Systems UL 268A 2008 Reprint Sep 2009 Smoke Detectors for Duct Application UL 38 2008 Reprint Dec 2008 Manual Signaling Boxes for Fire Alarm Systems UL 464 2009 Reprint Jan 2011 Standard for Audible Signal Appliances UL 521 1999 Reprint May 2010 Heat Detectors SECTION 28 31 64 00 10 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J
432. ll be within manufacturing tolerances allowed by the standard under which the product is produced Other measurements are IP or SI standard 1 6 MOISTURE CONTENT Air dry or kiln dry lumber Kiln dry treated lumber after treatment Maximum moisture content of wood products shall be as follows at the time of delivery to the job site a Framing lumber 19 percent maximum b Materials other than lumber moisture content shall be in accordance with standard under which the product is produced 1 7 PRESERVATIVE TREATMENT Treat wood products with waterborne wood preservatives conforming to AWPA P5 Pressure treatment of wood products shall conform to the requirements of AWPA BOOK Use Category System Standards Ul and Pressure treated wood products shall not contain arsenic chromium or other agents classified as carcinogenic probably carcinogenic or possibly carcinogenic to humans compounds in Groups 1 2A or 2B by the International Agency for Research on Cancer IARC Lyon France Pressure treated wood products shall not exceed the limits of the U S EPA s Toxic Characteristic Leaching Procedure TCLP and shall not be classified as hazardous waste Submit certification from treating plant stating chemicals and process used and net amount of preservatives retained are in conformance with specified standards a 0 25 pcf intended for above ground use 1s 7 New Co
433. ll not be acceptable SECTION 22 00 00 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 3 4 Modification of References In each of the publications referred to herein consider the advisory provisions to be mandatory as though the word shall had been substituted for should wherever it appears Interpret references in these publications to the authority having jurisdiction or words of similar meaning to mean the Contracting Officer 1 3 4 1 Definitions For the International Code Council ICC Codes referenced in the contract documents advisory provisions shall be considered mandatory the word should shall be interpreted as shall Reference to the code official shall be interpreted to mean the Contracting Officer For Navy owned property references to the owner shall be interpreted to mean the Contracting Officer For leased facilities references to the owner shall be interpreted to mean the lessor References to the permit holder shall be interpreted to mean the Contractor 1 3 4 2 Administrative Interpretations For ICC Codes referenced in the contract documents the provisions of Chapter 1 Administrator do not apply These administrative requirements are covered by the applicable Federal Acquisition Regulations FAR included in this contract and by the authority
434. ll specified equipment thermometers gauges and valves defined herein List on each nameplate the manufacturer s name address acceptance date component type or style model or serial number catalog number capacity or size and the system that is controlled Construct plates of anodized aluminum Install nameplates in prominent locations with nonferrous screws nonferrous bolts or permanent adhesive Minimum size of nameplates shall be 1 by 2 5 inches Lettering shall be the normal block style with a minimum 0 25 inch height Accurately align all lettering on nameplates 1173 Gaskets Provide gaskets that are factory cut from one piece of material 212391 Nitrile Butadiene Buna N Provide Buna N material that conforms to SAE AMS3275 SECTION 33 52 10 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BU LDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 1 3 2 Acrylonitrile Butadiene Rubber NBR Provide NBR material that conforms to SAE AMS3275 2 2 FLANGED END CONNECTIONS 242 Flanges Provide flanged end connections on equipment fittings piping piping components adapters couplers and valves that conform to ASME B16 5 Class 150 224154 Carbon Steel Carbon steel flanges shall conform to ASTM A105 A105M 2524222 Stainless Steel Stainless steel flanges shall conform to ASTM A182 A182M Grade F30
435. lling shall conform to the requirements of Division 31 EARTHWORK Concrete work shall have minimum 3000 psi compressive strength and conform to the requirements of Section 03 30 00 CAST IN PLACE CONCRETE weed Conformance to Codes The installation shall comply with the requirements and recommendations of NFPA 70 and IEEE C2 as applicable 4242 Disposal of Liquid Dielectrics PCB contaminated dielectrics must be marked as PCB and transported to and incinerated by an approved EPA waste disposal facility Furnish certification of proper disposal Contaminated dielectrics shall not be diluted to lower the contamination level 52 CABLE INSTALLATION Obtain from the manufacturer an installation manual or set of instructions which addresses such aspects as cable construction insulation type cable diameter bending radius cable temperature lubricants coefficient of friction conduit cleaning storage procedures moisture seals testing for and purging moisture etc And then prepare a checklist of significant requirements which shall be submitted along with the manufacturers instructions in accordance with SUBMITTALS t23ud Cable Installation Plan and Procedure Cable shall be installed strictly in accordance with the cable manufacturer s recommendations Each circuit shall be identified by means of a fiber laminated plastic or n
436. lling winch as required Provide a pulling grip or pulling eye in accordance with cable manufacturer s recommendations The pulling grip or pulling eye apparatus shall be attached to polypropylene or manila rope followed by lubricant front end packs and then by power cables A dynamometer shall be used to monitor pulling tension Pulling tension shall not exceed cable manufacturer s recommendations Do not allow cables to cross over while cables are being fed into duct For cable installation in cold weather cables shall be kept at 50 degrees F temperature for at least 24 hours before installation Submit 6 copies of the information described below in 8 1 2 by 11 inch binders having a minimum of three rings from which material may readily be removed and replaced including a separate section for each cable pull Sections shall be separated by heavy plastic dividers with tabs with all data sheets signed and dated by the person supervising the pull a Site layout drawing with cable pulls numerically identified b A list of quipment used with calibration certifications The manufacturer and quantity of lubricant used on pull c The cable manufacturer and type of cable d The dates of cable pulls time of day and ambient temperature e The length of cable pull and calculated cable pulling tensions actual cable pulling tensions encounte
437. loor plans drawn to a scale not less than 1 8 1 0 which clearly show locations of sprinklers risers pipe hangers seismic separation assemblies sway bracing inspector s test connections drains and other applicable details necessary to clearly describe the proposed arrangement Each type of fitting used and the locations of bushings reducing couplings and welded joints shall be indicated C Actual center to center dimensions between sprinklers on branch lines and between branch lines from end sprinklers to adjacent walls from walls to branch lines from sprinkler feed mains cross mains and branch lines to finished floor and roof or ceiling detail shall show the dimension from the sprinkler and sprinkler deflector to the ceiling in finished areas d k d Longitudinal and transverse building sections showing typical branch line and cross main pipe routing as well as elevation of each typical sprinkler above finished floor e Details of each type of riser assembly pipe hanger sway bracing for earthquake protection and restraint of underground water main at SECTION 21 13 13 00 10 Page 8 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J DELIVERY STORAGI point of entry into the building and electrical devices and interconnecting wiring Submit load calculations for sizing of sway b
438. lots and threaded holes with an approved removable material to prevent entry of concrete into openings 3 14 CONCRETE CONVEYING 3 14 1 Transfer of Concrete At Project Site Handle concrete from point of delivery and transfer to concrete conveying equipment and to locations of final deposit as rapidly as practical by methods which prevent segregation and loss of concrete mix materials Sud lt 2 Mechanical Equipment for Conveying Concrete Equipment must ensure a continuous flow of concrete at delivery end as SECTION 03 30 00 Page 42 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J approved Provide runways for wheeled concrete conveying equipment from concrete delivery point to locations of final deposit Interior surfaces of concrete conveying equipment must be free of hardened concrete debris water and other deleterious substances End of Section SECTION 03 30 00 Page 43 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU SECTION TABLE OF CONTENTS DIVISION 04 MASONRY SECTION 04 20 00 MASONRY PART
439. lowing the preliminary pneumatic test apply a 50 psig pneumatic test to all product piping and hold for a period not less than 2 hours During the test period there shall be no drop in pressure in the pipe greater than that allowed for thermal expansion and contraction Disconnect the pressure source during the final test period If leaks are discovered repair the leaks accordingly and retest 3 3 1 4 Hydrostatic Test Hydrostatically test product piping with the fuel to be handled to the lesser of 1 1 2 times operating pressure or 275 psig in accordance with API RP 1110 Maintain the pressure within the piping for 4 hours with no leakage or reduction in gauge pressure If leaks are discovered repair the leaks accordingly and retest 34 31 12 5 Exterior Containment Piping Tests Apply a minimum pneumatic pressure of 5 psig to the exterior containment piping Maintain the pressure for at least 1 hour while soapsuds or equivalent materials are applied to the exterior of the piping While applying the soapsuds visually inspect the entire run of piping including the bottom surfaces for leaks bubble formations Repair leaks discovered in accordance with manufacturer s instructions and retest Perform testing in compliance with the manufacturer s published installation instructions 3 4 SYSTEM PERFORMANCE TESTS Tests shall be as required by manufacturer 3 55 EMONSTRATI
440. ls Reinforcement Reinforcement Materials Liquid Chemical Floor Hardener Submit documentation indicating percentage of post industrial and post consumer recycled content per unit of product Indicate relative dollar value of recycled content products to total dollar value of products included in project Vapor retarder Latex bonding compound Wood Forms SD 05 Design Data Concrete mix design Thirty days minimum prior to concrete placement submit a mix design for each strength and type of concrete Submit a complete list of materials including type brand source and amount of cement fly ash pozzolans ground slag and admixtures and applicable reference specifications Provide mix proportion data using at least three different water cement ratios for each type of mixture which produce a range of strength encompassing those required for each class and type of concrete required If source material changes resubmit mix proportion data using revised source material Provide only materials that have been proven by trial mix studies to meet the requirements of this specification unless otherwise approved in writing by the Contracting Officer Indicate clearly in the submittal where each mix design is used when more than one mix design is submitted Submit additional data regarding concrete aggregates if the source of aggregate changes Submit copies of the fly ash and pozzolan test results in addition The app
441. ly 1 11 4 4 DFT or dft Dry film thickness the film thickness of the fully cured dry paint or coating 1 11 4 5 DSD Degree of Surface Degradation the MPI system of defining degree of surface degradation Five 5 levels are generically defined under the Assessment sections in the MPI Maintenance Repainting Manual SECTION 09 90 00 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1221546 Environmentally Preferred Products standard for determining environmental preferability in support of Executive Order 13101 1 11 4 7 EXT MPI short term designation for an exterior coating system 1 11 4 8 INT MPI short term designation for an interior coating system T 11 4 9 micron microns The metric measurement for 0 001 mm or one one thousandth of a millimeter 21724 20 mil mils The English measurement for 0 001 in or one one thousandth of an inch equal to 25 4 microns or 0 0254 mm DA mm The metric measurement for millimeter 0 001 meter or one one thousandth of a meter 1 11 4 12 MPI Gloss Levels MPI system of defining gloss Seven 7 gloss levels G1 to G7 are generically defined under the Evaluation sections of the MPI Manuals Traditionally Flat refers to G1 G2 Eggshell refers to G3 Semigloss refers to G5 and Gloss refers to G6 Gloss levels are defined by MPI as follows
442. manufacturer s instructions at location shown on the detail drawings Anchorage Anchorage shall be in accordance with approved manufacturer s instructions Exposed anchor and fastener materials shall be compatible with metal to which applied and shall have matching color and finish Ly2 Protection and Cleaning Protect the work against damage during construction Hardware and electrical equipment shall be adjusted for proper operation End of Section SECTION 10 14 01 Page 3 NSA 03 Schofield Barracks HIGH STREET NAME JAN REFLECTED SHEETING E WHITE VINYL LETTERING EXTERIOR ID SIGN w FACILITY COMPOUND NAME amp STREET ADDRESS NOT TO SCALE VARIES VARIES EXTERIOR BUILDING NUMBER SIGN NOT TO SCALE Standard Layout of Exterior Building Signs Exterior ID sign for the street compound name and address and Building No sign Length of Bldg No Sign is base on number of letters involved NSA 03 VARIES VARIES LETTERING EXTERIOR BUILDING NUMBER SIGN FOR SECONDARY BUILDINGS NOT TO SCALE 5 55 FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI PART 1 GENERAL SECTION TABLE OF CONTENTS DIVISION 1 3 SPECIAL CONSTRUCTION SECTION 13 48 00 00 10 SEISMIC PROTECTION FOR MECHANICAL
443. matic start and manual stop Pump shall conform to the requirements of UL 448 Fire pump discharge and suction gauges shall be oil filled type General Requirements Materials and Equipment shall have been tested by Underwriters Laboratories Inc and listed in UL Fire Prot Dir or approved by Factory Mutual and listed in FM APP GUIDE Where the terms listed or approved appear in this specification such shall mean listed in UL Fire Prot Dir or FM APP GUIDE 2352 Alarms Provide audible and visual alarms as required by NFPA 20 on the controller Provide remote supervision as required by NFPA 20 in accordance with NFPA 72 Alarm signal shall be activated upon the following conditions as a minimum engine drive controller has operated into an engine running condition engine drive controller main switch has been turned to OFF or to MANUAL position trouble on engine driven controller or engine Exterior alarm devices shall be weatherproof type Provide alarm silencing switch and red signal lamp with signal lamp arranged to come on when switch is placed in OFF position Fire pump alarm signals shall be annunciated locally at the local fire pump building fire alarm panel and at the existing Building 9 fire alarm panel 4 UNDERGROUND PIPING COMPONENTS
444. mber contract number and accepted date capacity or size system in which installed and system which it controls and catalog number Pumps and motors shall have standard nameplates securely affixed in a conspicuous place and easy to read Fire pump shall have nameplates and markings in accordance with UL 448 Diesel driver shall have nameplate and markings in accordance with UL 1247 Electric motor nameplates shall SECTION 21 30 00 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 2 REQUIREMENTS FOR FIRE PROTECTION SERVICE provide the minimum information required by NFPA 70 Section 430 7 22 FIRE PUMP Fire pump shall be diesel engine driven Entire pump assembly including controller valves manifolds diesel tank and related appurtenances shall be completely packaged on a skid mount All components on the skid shall be UL listed and approved for fire protection service Each pump capacity shall be rated at 1500 gpm with a rated net pressure of 105 psi Fire pump shall furnish not less than 150 percent of rated flow capacity at not less than 65 percent of rated net pressure Pump shall be centrifugal horizontal split case fire pump Horizontal pump shall be equipped with automatic air release devices The maximum rated pump speed shall be 2100 rpm when driving the pump at rated capacity Pump shall be auto
445. ment and instruments necessary to conduct a complete final test including 2 5 inch diameter hoses playpipe nozzles pitot tube gauges portable digital tachometer voltage and ampere meters and calibrated oil filled water pressure gauges Provide all necessary supports to safely secure hoses and nozzles during the test The Government will furnish water for the tests 29 5 As Built Drawings Submit As Built Drawings no later than 14 days after completion of the Final Tests The Fire Pump Installation Drawings shall be updated to reflect as built conditions after all related work is completed and shall be on reproducible full size mylar film 10 DISINFECTION After all system components are installed including pumps piping and other associated work and all hydrostatic tests are successfully completed thoroughly flush the pumps and all piping to be disinfected with potable water until there is no visible sign of dirt or other residue and hydrostatic test are successfully completed each portion of the piping specified in this Section system to be disinfected shall be thoroughly flushed with potable water until all entrained dirt and other foreign materials have been removed before introducing chlorinating material 10 1 Chlorination The chlorinating material shall be hypochlorites or liquid chlorine The chlorinating material shall be
446. ment of the same type and design as specified herein or that he has a firm contractual agreement with a subcontractor having such required experience The data shall include the names and locations of at least two installations where the Contractor or the subcontractor referred to above has installed such systems Indicate the type and design of each system and certify that each system has performed satisfactorily in the manner intended for a period of not less than 18 months 1 4 4 Preliminary Test Certification When preliminary tests have been completed and corrections made submit a signed and dated certificate with a request for a formal inspection and tests 1 4 5 Manufacturer s Representative Work specified in this section shall be performed under the supervision of and certified by a representative of the fire pump manufacturer Submit the name and documentation of certification of the proposed Manufacturer s Representative concurrent with submittal of the Fire Protection Specialist Qualifications The Manufacturer s Representative shall be regularly engaged in the installation of the type and complexity of fire pump s specified in the Contract documents and shall have served in a similar capacity for at least three systems that have performed in the manner intended for a period of not less than 6 months 12 25 DELIVERY STORAGE AND HANDLING Protect all equipment delivered
447. minimum clearance of 1 2 inch shall be maintained between reinforcement and interior faces of units 3 8 CONTROL JOINTS Control joints shall be provided as indicated and shall be constructed by using mortar to fill the head joint in accordance with the details shown on the drawings Sash jamb units shall have a 3 4 by 3 4 inch groove near the center at end of each unit The vertical mortar joint at control joint locations shall be continuous including through all bond beams This shall be accomplished by utilizing half blocks in alternating courses on each side of the joint The control joint key shall be interrupted in courses containing continuous bond beam steel In single wythe exterior masonry walls the exterior control joints shaji be raked to a depth of 3 4 inch backer rod and sealant shall be installed in accordance with Section 07 92 00 JOINT SEALANTS Exposed interior control joints shall be raked to a depth of 1 4 inch Concealed control joints shall be flush cut 329 SPLASH BLOCKS Locate splash blocks as indicated 3 10 POINTING AND CLEANING After mortar joints have attained their initial set but prior to hardening completely remove mortar and grout daubs or splashings from masonry unit surfaces that will be exposed or painted Before completion of the work defects in joints of masonry to be exposed or painted shall be raked out as necessar
448. mit a testing procedure to the Contracting Officer for approval a Drainage and Vent Systems Test The final test shall include a smoke test b Building Sewers Tests C Water Supply Systems Tests 30242 Defective Work If inspection or test shows defects such defective work or material shall be replaced or repaired as necessary and inspection and tests shall be repeated Repairs to piping shall be made with new materials Caulking of screwed joints or holes will not be acceptable 3 23 System Flushing 34 223 During Flushing Before operational tests or disinfection potable water piping system shall be flushed with potable water Sufficient water shall be used to produce a water velocity that is capable of entraining and removing debris in all portions of the piping system This requires simultaneous operation of al SECTION 22 00 00 Page 24 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J fixtures on a common branch or main in order to produce a flushing velocity of approximately 4 fps through all portions of the piping system In the event that this is impossible due to size of system the Contracting Officer or the designated representative shall specify the number of fixtures to be operated during flushing Contractor shall provide adequate personnel to monitor the flushing operation and to ens
449. mperature difference between stored water and ambient requirements V Rated storage volume in gallons Q Nameplate input rate in Btu h End of Section SECTION 22 00 00 Page 29 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION TABLE OF CONTENTS DIVISION 26 ELECTRICAL SECTION 26 05 48 00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT PART 1 GENERAL REFERENCES 1 2 SYSTEM DESCRIPTION 15 251 General Requirements 1 2 2 Electrical Equipment 1522423 Electrical Systems 525 4 Conduits Requiring No Special Seismic Restraints EQUIPMENT REQUIREMENTS 53424 Rigidly Mounted Equipment 1 4 SUBMITTALS PART 2 PRODUCTS 2 1 LIGHTING FIXTURE SUPPORTS PART 3 EXECUTION 3 2 LIGHTING FIXTURES IN BUILDINGS Ceiling Attached Fixtures Bik eo Surface Mounted Fluorescent Fixtures 3 31 52 Assembly Mounted on Outlet Box End of Section Table of Contents SECTION 26 05 48 00 10 Page 1 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION 26 05 48 00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT PART 1 GENERAL 1 1 REFERENCES The publications
450. mum Write mode range 1 feet maximum Shell High density water tight polyethylene Contents Mixture of propylene and water Operating temperature 200 to 500C 22 OF to 1120F Storage temperature 200 to 700 22 OF to 1830F Size 4 inch diameter sphere PART 3 EXECUTION INSTALLATION OF PIPELINES ilg General Requirements for Installation of Pipelines These requirements shall apply to all pipeline installation except where specific exception is made in the Special Requirements paragraphs Coordinate water system requirements with the Contracting Officer DPW Water System Manager for details not indicated or specified City and County of Honolulu BWS Water System Standards will apply for items not shown or specified 217121 Location of Water Lines Terminate the work covered by this section at a point approximately 5 feet from the building unless otherwise indicated i 2 2 Earthwork Perform earthwork operations in accordance with Section 1 23 00 00 20 EXCAVATION AND FILL SECTION 33 11 00 Page 8 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 17123 Pipe Laying and Jointing Remove fins and burrs from pipe and fittings Before placing in position clean pipe fittings valves and accessories and mai
451. n National Fire Hose Connection Screw Standard Threads in accordance The number of valves shall be in accordance wi Each hose valve shall be equipped with a cap and chain th NFPA 20 and located no more DE as tween 50 Submit Data Arrange piping to permit flow meter to discharge to pump suction and to discharge through test header The meter throttle valve and the meter control valves shall be O S amp Y valves discharge and pump suction forms an inverted U venturi type ECT ON 21 30 00 Meter shall Page 20 Provide automatic air release if flow meter piping between pump be of the NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J PART 3 EXECUTION 1 EXAMINATION After becoming familiar with all details of the work verify all dimensions in the field and advise the Contracting Officer of any discrepancy before performing the work A FIRE PUMP INSTALLATION RELATED SUBMITTALS The Fire Protection Specialist shall prepare a list of the submittals from the Contract Submittal Register that relate to the successful installation of the fire pump s no later than 7 days after the approval of the Fire Protection Specialist and the Manufacturer s Representative The submittals identified on this list shall be accompanied by a letter of
452. n and jacket Splices below grade or in wet locations shall be sealed type conforming to ANSI 119 1 or shall be waterproofed by a sealant filled thick wall heat shrinkable thermosetting tubing or by pouring a thermosetting resin into a mold that surrounds the joined conductors 26 CONDUIT AND DUCTS Ducts shall be single round bore type with wall thickness and fittings suitable for the application Duct lines shall be concrete encased thin wall type 26 1 Metallic Conduit Intermediate metal conduit shall comply with UL 1242 Rigid galvanized steel conduit shall comply with UL 6 and ANSI C80 1 Metallic conduit SECTION 33 70 02 00 10 Page 8 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 25 2 fittings and outlets shall comply with UL 514A and NEMA 1 6 2 Nonmetallic Ducts 6 2 1 Concrete Encased Ducts UL 651 Schedule 40 or NEMA TC 6 amp 8 Type EB 6 3 Conduit Sealing Compound Compounds for sealing ducts and conduit shall have a putty like consistency workable with the hands at temperatures as low as 35 degrees F shall neither slump at a temperature of 300 degrees F nor harden materially when exposed to the air Compounds shall adhere to clean surfaces of fiber or plastic ducts metallic conduits or conduit coatings
453. n of runs with symmetrical bends or cast metal fittings Make field made bends and offsets with hickey or conduit bending machine Do not install crushed or deformed conduits Avoid trapped conduits Prevent plaster dirt or trash from lodging in conduits boxes fittings and equipment during construction Free clogged conduits of obstructions 3 1 3 10 Locknuts and Bushings Fasten conduits to sheet metal boxes and cabinets with two locknuts where required by NFPA 70 where insulated bushings are used and where bushings cannot be brought into firm contact with the box otherwise use at least minimum single locknut and bushing Locknuts shall have sharp edges for digging into wall of metal enclosures Install bushings on ends of conduits and provide insulating type where required by NFPA 70 33 1 Flexible Connections Provide flexible steel conduit between 3 and 6 feet in length for recessed and semirecessed lighting fixtures for equipment subject to vibration noise transmission or movement and for motors Install flexible conduit to allow 20 percent slack Minimum flexible steel conduit size shall 1 2 inch diameter Provide liquidtight flexible nonmetallic conduit in wet and damp locations and in fire pump rooms for equipment subject to vibration noise transmission movement or motors Provide separate ground conductor across flexible connections 3 1 4 Boxes Outlets and Supports
454. nal Building Code U S GENERAL SERVICES ADMINISTRATION GSA CID A A 1924 Rev A Notice 2 Shield Expansion Self Drilling Tubular Expansion Shell Bolt Anchors 1 2 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 06 Test Reports Preservative treated lumber and plywood SD 07 Certificates Certificates of grade Preservative treatment 1 3 DELIVERY AND STORAGI Deliver materials to the site in an undamaged condition Store protect handle and install prefabricated structural elements in accordance with manufacturer s instructions and as specified Store materials off the ground to provide proper ventilation with drainage to avoid standing water and protection against ground moisture and dampness Store materials with a moisture barrier at both the ground level and as a cover forming a well ventilated enclosure Store wood I beams and glue laminated beams and joists on edge 1 4 GRADING AND MARKING 1 4 1 Lumber Mark each piece of framing and board lumber or each bundl
455. nches or larger shall be Schedule 105 b Pipe shall conform to ASTM A358 A358M Grade 304L Class 1 or 3 longitudinally welded Radiographically inspect 100 percent of factory longitudinal welds in accordance with ASME BPVC SEC V D1 Minimum pipe wall thickness shall be 0 25 inch for pipe 12 inches and smaller 0 312 inch for pipe larger than 12 inches SECTION 33 52 10 Page 12 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 32241 Fittings 65 mm 2 1 2 in and Larger Provide buttwelded type fittings that complies with one of the following a Stainless steel conforming to ASTM A403 A403M Class WP S Grade WP 304L seamless only and ASME B16 9 of the same thickness as the adjoining pipe b Stainless steel conforming to ASTM A403 A403M Class WP XX Grade WP 304L of wall thickness as indicated Do not fabricate starting material by the fusion welding process without addition of filler metal Forming will not be allowed using fusion welding process without addition of filler metal Radiographically inspect all factory longitudinal welds in accordance with ASME BPVC SEC V D1 2 3 2 2 Fittings 50 mm 2 in and Smaller Socket welded type fittings unless indicated otherwise shall conform to ASME B16 11 Fitting materials shall be stainless steel t
456. ncrete Arrange facing material in an orderly and symmetrical manner and keep seams to a practical minimum Support forms as necessary to meet required tolerances Do not use material with raised grain torn surfaces worn edges patches dents or other defects which can impair the texture of the concrete surface 3 55 PLACING REINFORCEMENT AND MISCELLANEOUS MATERIALS ACI MCP 2 Provide bars wire fabric wire ties supports and other devices necessary to install and secure reinforcement Reinforcement must not have rust scale oil grease clay or foreign substances that would reduce the bond Rusting of reinforcement is a basis of rejection if the SECTION 03 30 00 Page 27 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J effective cross sectional area or the nominal weight per unit length has been reduced Remove loose rust prior to placing steel Tack welding is prohibited General Provide details of reinforcement that are in accordance with ACI MCP 3 ACI MCP 4 and as specified 2542 Vapor Retarder Provide beneath the on grade concrete floor slab Use the greatest widths and lengths practicable to eliminate joints wherever possible Lap joints a minimum of 12 inches Remove torn punctured or damaged vapor retarder material and provide with new vapor retarder prior
457. ndard commercial containers bearing the following legible information a Name of manufacturer b Brand designation c Specification number type and class as applicable where materials are covered by a referenced specification and Deliver materials in sufficient quantity to allow continuity of the work 1 5 22 Storage Handling Store and handle materials in a manner to protect from damage exposure to open flame or other ignition sources and from wetting condensation or moisture absorption Store in an enclosed building or trailer that provides a dry adequately ventilated environment Replace damaged material with new material 1 6 ENVIRONMENTAL CONDITIONS Do not install roof insulation during inclement weather or when air temperature is below 60 degrees F and interior humidity is 45 percent or greater or when there is visible ice frost or moisture on the roof deck 1 7 PROTECTION OF PROPERTY 2742 Special Protection Provide special protection approved by the insulation manufacturer or avoid heavy traffic on completed work when ambient temperature is above 80 degrees F PART 2 PRODUCTS 2 INSULATION 22 Insulation Types Roof insulation shall be one or an assembly of a maximum of three of the following materials and compatible with attachment methods for the specified insulation and roof membrane a Polyisocyanur
458. ndard for Factory Made Wrought Steel Buttwelding Fittings 2010 Square and Hex Bolts and Screws Inch Series 2010 Standard for Square and Hex Nuts 2010 Process Piping 2005 R 2010 Pressure Gauges and Gauge Attachments 2008 Thermometers Direct Reading and Remote Reading 2010 BPVC Section VIII Rules for Construction of Pressure Vessels Division 1 ON 33 52 10 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J I ASTM INTERNATIONAL ASTM ASTM A105 A105M 2011a Standard Specification for Carbon Steel Forgings for Piping Applications ASTM A182 A182M 2011a Standard Specification for Forged or Rolled Alloy Steel Pipe Flanges Forged Fittings and Valves and Parts for High Temperature Service ASTM A193 A193M 2011a Standard Specification for Alloy Steel and Stainless Steel Bolting Materials for High Temperature Service and Other Special Purpose Applications ASTM A194 A194M 2011 Standard Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service or Both ASTM A216 A216M 2008 Standard Specification for Steel Castings Carbon Suitable for Fusion Welding for High Temperature Service ASTM A234 A234M 2011a Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service ASTM A269 2010 Standard Specification f
459. nder both face shells and webs Other units shall be full bedded under both face shells Head joints shall be filled solidly with mortar for a distance in from the face of the unit not less than the thickness of the face shell Foundation walls below grade shall be grouted solid Jamb units shall be of the shapes and sizes to conform with wall units Solid units may be incorporated in the masonry work where necessary to fill out at corners gable slopes and elsewhere as approved Double walls shall be stiffened at wall mounted plumbing fixtures by use of strap anchors two above each fixture and two below each fixture located to avoid pipe runs and extending from center to center of the double wal Walls and partitions shall be adequately reinforced for support of wal plumbing fixtures when chair carriers are not specified 2 4 Tolerances Lay masonry plumb true to line with courses level Keep bond pattern plumb throughout Square corners unless noted otherwise Except for walls constructed of prefaced concrete masonry units lay masonry within the following tolerances plus or minus unless otherwise noted Variation from the plumb in the lines and surfaces of columns walls and arises SECTION 04 20 00 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 Variations from the plumb for external corners exp
460. ndicated within one tenth of one foot Grade areas to drain water away from structures Maintain areas free of trash and debris For existing grades that will remain but which were disturbed by Contractor s operations grade as directed 9 DISPOSITION OF SURPLUS MATERIAL Remove from Government property surplus or other soil material not required or suitable for filling or backfilling and brush and refuse 0 FIELD QUALITY CONTROL TAO yl Sampling Take the number and size of samples required to perform the following tests 210 2 Testing Perform one of each of the following tests for each material used Provide additional tests for each source change 032 Fill and Backfill Material Testing Test fill and backfill material in accordance with ASTM C136 for conformance to ASTM D2487 gradation limits ASTM D1140 for material finer than the No 200 sieve ASTM D4318 for liquid limit and for plastic limit ASTM D1557 for moisture density relations as applicable 10 2 2 Select Material Testing Test select material in accordance with ASTM C136 for conformance to ASTM D2487 gradation limits ASTM D1140 for material finer than the No 200 Sieve ASTM D1557 for moisture density relations as applicable 2105203 Density Tests Test density in accordance with ASTM D1556 or ASTM D6938 When ASTM D6938 density tests are used verify density test results by performing
461. ne film permanently bonded to the burlap burlap must conform to ASTM C171 Class 3 and polyethylene film must conform to ASTM C171 When tested for water retention in accordance with ASTM C156 weight of water lost 72 hours after application of moisture retaining covering material must not exceed 0 039 gram per square centimeter of the mortar specimen surface 223 343 Membrane Forming Curing Compound Provide liquid type compound conforming to ASTM C309 Type 1 clear Type 1D with fugitive dye for interior work and Type 2 white pigmented for exterior work 2 4 MATERIALS 2 A yA Cement ASTM C150 C150M Type or or ASTM C595 C595M Type IP MS or IS MS blended cement except as modified herein Provide blended cement that consists of a mixture of ASTM C150 C150M Type cement and one of the following materials ASTM C618 pozzolan or fly ash ASTM C989 C989M ground granulated blast furnace slag For portland cement manufactured in a kiln fueled by hazardous waste maintain a record of source for each batch Supplier must certify that no hazardous waste is used in the fuel mix or raw materials Supplier must certify that the hazardous waste is SECTION 03 30 00 Page 16 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J neutralized by the manufacturing process
462. ned wind having a velocity of 105 mph or less is covered by the warranty d Upon completion of installation and acceptance by the Contracting Officer and Roofing System Engineer of Record the manufacturer shall supply the appropriate warranty to the Government Installer shall submit minimum two year warranty to the membrane manufacturer from the date of acceptance with a copy to the Contracting Officer and Roofing System Engineer of Record 9 2 Roofing System Installer Warranty The roof system installer shall warranty for period of not less than two years that the roof system as installed is free from defects in installation workmanship to include the roof membrane flashing insulation accessories attachments and sheet metal installation integral to a complete watertight roof system assembly Make warranty directly to the Government Correction of defective workmanship replacement of damaged or affective materials are the responsibility of the roof system installer All cost associated the repair or replacement work are the responsibility of the installer 2923 Continuance of Warranty Repair or replacement work that becomes necessary within the warranty period must be approved as required and accomplished in a manner so as to restore the integrity of the roof system assembly and validity of the roof membrane manufacturer warranty for the remainder of the manufacturer warranty period
463. neering Technologies NICET in the Automatic Sprinkler System 0 ntended for period of not less ayout subfield of Fire Protection Engineering Technology in accordance ith NICET 1014 7 The Fire Protection Specialist shall be regularly ngaged in the design and installation of the type and complexity of system pecified in the Contract documents and shall have served in a similar apacity for at least three systems that have performed in the manner than 6 months Concurrent with the Final Acceptance Test Report submit certification by the Fire Protection Specialist that the fire pump installation is in accordance with the contract requirements including signed approval of the Preliminary and Final Acceptance Test Reports Submit data for approval showing the name and certification of all involved individuals with such qualifications at or prior to submittal of drawings SECTION 21 30 00 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1242 Qualifications of Welders Submit certificates of each welder s qualifications prior to site welding certifications shall not be more than one year old 12473 Qualifications of Installer Prior to installation submit data for approval showing that the Contractor has successfully installed fire pumps and associated equip
464. ng Cleanout tee branches may be omitted on stacks in single story buildings with slab on grade construction or where less than 18 inches of crawl space is provided under the floor Cleanouts on pipe concealed in partitions shall be provided with chromium plated bronze nickel bronze nickel brass or stainless steel flush type access cover plates Round access covers shall be provided and secured to plugs with Securing screw Square access covers may be provided with matching frames anchoring lugs and cover screws Cleanouts in finished walls shall have access covers and frames installed flush with the finished wall Cleanouts installed in finished floors subject to foot traffic shall be provided with a chrome plated cast brass nickel brass or nickel bronze cover secured to the plug or cover frame and set flush with the finished floor Heads of fastening screws shall not project above the cover surface Where cleanouts are provided with adjustable heads the heads shall be cast iron 3 2 TESTS FLUSHING AND DISINFECTION 3 2 1 Plumbing System The following tests shall be performed on the plumbing system in accordance with ICC IPC except that the drainage and vent system final test shall include the smoke test The Contractor has the option to perform a peppermint test in lieu of the smoke test If a peppermint test is chosen the Contractor must sub
465. ng Tape for Non Metallic Piping Polyethylene plastic tape conforming to the width color and printing requirements specified above Minimum thickness of the tape shall be 0 004 inch Tape shall have a minimum strength of 1500 psi lengthwise and 1250 psi crosswise Tape shall be manufactured with integral wires foil backing or other means of enabling detection by a metal detector when tape is buried up to 3 feet deep Encase metallic element of the tape in a protective jacket or provide with other means of corrosion protection 2 4 DETECTION WIRE FOR NON METALLIC PIPING Detection wire shall be insulated single strand solid copper with a minimum of 12 AWG SECTION 31 23 00 00 20 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J PART 3 EXECUTION PROTECTION xd Shoring and Sheeting Provide shoring bracing and sheeting for trench In addition to Section 25 A and B of EM 385 1 1 and other requirements set forth in this contract include provisions in the shoring and sheeting plan that will accomplish the following a Prevent undermining of pavements foundations and slabs b Prevent slippage or movement in banks or slopes adjacent to the excavation 122 Drainage and Dewatering Provide for the collection and disposal of surface and subsurface water encountered during construction
466. ng and a corrosion resistant mil metallic foil core to permit easy location of the duct line shall be placed approximately 12 inches below finished grade levels of such lines 335 CONNECTIONS TO BUILDINGS Cables shall be extended into the various buildings as indicated and shall be connected to the first applicable termination point in each building Interfacing with building interior conduit systems shall be at conduit stubouts terminating 5 feet outside of a building and 2 feet below finished grade as specified and provided under Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM After installation of cables conduits shall be sealed with caulking compound to prevent entrance of moisture or gases into buildings 3 6 GROUNDING A ground ring consisting of the indicated configuration of bare copper conductors and driven ground rods shall be installed around pad mounted equipment as shown Equipment frames of metal enclosed equipment and other noncurrent carrying metal parts such as cable shields cable sheaths and armor and metallic conduit shall be grounded At least 2 connections shall be provided from a transformer to the ground ring Metallic frames and covers of handholes and pull boxes shall be grounded by use of a braided copper ground strap with equivalent ampacity of No 6 AWG 34264 Grounding Electrodes Ground
467. ng type screeds 3 2 6 Reinforcement and Other Embedded Items Secure reinforcement joint materials and other embedded materials in position inspected and approved before start of concrete placing 2 23 FORMS ACI MCP 2 Provide forms shoring and scaffolding for concrete placement Set forms mortar tight and true to line and grade Chamfer above grade exposed joints edges and external corners of concrete 0 75 inch unless otherwise indicated Provide formwork with clean out openings to permit inspection and removal of debris 34 3 1 General Construct forms to conform within the tolerances specified to shapes dimensions lines elevations and positions of cast in place concrete members as indicated Forms must be supported braced and maintained SECTION 03 30 00 Page 24 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 sufficiently rigid to prevent deformation under load 23 42 Design Construction of Formwork Provide formwork design and construction that conforms to ACI MCP 2 Chapter 4 Provide forms that are tight to prevent leakage of cement paste during concrete placing Support form facing materials by structural members spaced close to prevent deflection of form facing material Fit forms placed in successive units for continuous surfaces to accurate alignment to ensure a smooth comp
468. ngs shall conform to API Spec 5L seamless extra heavy wrought steel with recessed ends 2 4 3 Threaded Unions Unions shall conform to ASME B16 39 Class 150 Unions materials shall conform to ASTM A312 A312M Grade 304 or 316 Dielectric unions shall conform to dimensional strength and pressure requirements of ASME B16 39 Class 150 Steel parts shall be galvanized or plated Union shall have a water impervious insulation barrier capable of limiting galvanic current to one percent of the short circuit current in a corresponding bimetallic joint When dry union shall be able to withstand a 600 volt breakdown test 2 4 4 Joint Compound Joint compounds shall be resistant to water and be suitable for use with fuel containing 40 percent aromatics 2 4 5 Flexible Pipe Connector Connector shall be the flexible close pitch metal hose type that is constructed with exterior annular corrugations and provided with a single layer of braided wire sheath covering Connectors shall be constructed entirely of stainless steel and be rated for the system working pressure and temperature Connectors shall have flanged end connections 2 4 6 Strainer Strainer shall be the in line cleanable duplex basket type configured in either an S or T pattern Strainer body shall be fabricated of cast Steel or brass Provide strainer with a drain and with drain piping that is inclusive of a fl
469. nnection shall have two inlets with individual self closing clappers caps with drip drains and chains Female inlets shall have 2 1 2 inch diameter American National Fire Hose Connection Screw Threads NH per NFPA 1963 2 10 SPRINKLERS Sprinklers with internal O rings shall not be used Sprinklers shall be used in accordance with their listed coverage limitations Temperature classification shall be ordinary Sprinklers in high heat areas including attic spaces or in close proximity to unit heaters shall have temperature classification in accordance with NFPA 13 Extended coverage sprinklers shall not be used 2 10 1 Upright Sprinkler Upright sprinkler shall be brass quick response type and shall have a nominal 1 2 inch or 17 32 inch orifice 2 10 2 Sidewall Sprinkler Sidewall sprinkler shall have a nominal 1 2 inch orifice Sidewall sprinkler shall have a brass finish Sidewall sprinkler shall be the quick response type ie DISINFECTING MATERIALS 2 3 dcl Liquid Chlorine Liquid chlorine shall conform to AWWA B301 2 11 2 Hypochlorites Calcium hypochlorite and sodium hypochlorite shall conform to AWWA B300 2 12 ACCESSORIES 2 12 1 Sprinkler Cabinet Spare sprinklers shall be provided in accordance with NFPA 13 and shall be packed in a suitable metal or plastic cabinet Spare sprinklers shall be representat
470. nnections Repair of Existing Work Directional Changes in Conduit Runs Locknuts and Bushings Boxes Outlets and Supports led Wiring to be Removed Removal of Existing Electrical Distribution System Continuation of iD FABRICATED NING SIGN MOUNTING iD APPLIED PAINTING D 2 Hoa pd iD QUALITY CONTROL Service MOUNTING Devices Subject to Manual Operation SECTION 26 20 00 Page 2 NSA 03 RJ000081J NSA 03 EL OAHU HI RJ000081J NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNI 22542 600 Volt Wiring Test 353 Ground Fault Receptacle Test 3 5454 Grounding System Test End of Section Table of Contents SECTION 26 20 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BU PART 1 I LDING 9 KUNIA TUNNEL OAHU HI RJ000081J GENERAL 1 3 REFERENCES The publ xtent referenced SECTION 26 20 00 INTERIOR DISTRIBUTION SYSTEM basic designation only ASTM ASTM ASTM IEEE IEEE IEEE ANSI ANSI NEMA NEMA ASTM INTERNATIONAL B1 B8 D709 INSTITUTE I 100 81 C2 OF ELECTRICAL lications listed below form a part of this specification to the The publications are referred to in the text by the
471. nnel 3 DESCRIPTION Description of Work Construction activities impacting PWL or material containing lead which are covered by this specification include the demolition and or removal of material containing lead 23 52 Coordination with Other Work The contractor shall coordinate with work being performed in adjacent areas Coordination procedures shall be explained in the Plan and shall describe how the Contractor will prevent lead exposure to other contractors SECTION 02 83 13 00 20 Page 5 NAS CSS T Ty T Te NSA 03 RE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J and or Government personnel performing work unrelated to lead activities 4 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for Contractor Quality Control approval The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES D 01 Preconstruction Submittals Occupational and Environmental Assessment Data Report if objective data is used to justify excluding the initial occupational exposure assessment G Lead Compliance Plan including CP approval signature date and certification number G Competent Person qualifications G Training Certification of workers and supervisors G lead waste manageme
472. notching of straight runs of pipe for tees will not be permitted Joints shall be made up with fittings of compatible material and made for the specific purpose intended 515025 Threaded Threaded joints shall have American Standard taper pipe threads conforming to ASME B1 20 1 Only male pipe threads shall be coated with graphite or with an approved graphite compound or with an inert filler and oil or shall have a polytetrafluoroethylene tape applied 122 2 Mechanical Couplings Mechanical couplings may be used in conjunction with grooved pipe for aboveground ferrous or non ferrous domestic hot and cold water systems in lieu of unions brazed soldered welded flanged or threaded joints Mechanical couplings are permitted in accessible locations including behind access plates Flexible grooved joints will not be permitted except as vibration isolators adjacent to mechanical equipment Rigid grooved joints shall incorporate an angle bolt pad design which maintains metal to metal contact with equal amount of pad offset of housings upon installation to ensure positive rigid clamping of the pipe Designs which can only clamp on the bottom of the groove or which utilize gripping teeth or jaws or which use misaligned housing bolt holes or which require a torque wrench or torque specifications will not be permitted Rigid grooved pipe couplings shall be for use with grooved end pipes fitt
473. ns of this specification EQUIPMENT REQUIREMENTS Submit copies of the design calculations with the detail drawings Calculations shall be stamped by a registered engineer and shall verify the capability of structural members to which bracing is attached for carrying the load from the brace 1 3 1 Rigidly Mounted Equipment Each item of rigid equipment shall be entirely located and rigidly attached on one side only of a building expansion joint Piping duct electrical conduit etc which cross the expansion joint shall be provided with flexible joints that are capable of accommodating displacements equal to the full width of the joint in both orthogonal directions 1 352 Nonrigid or Flexibly Mounted Equipment The following specific items of equipment to be furnished exhaust fan shall be constructed and assembled to resist a horizontal lateral force of 2 times the operating weight of the equipment at the vertical center of gravity of the equipment 1 4 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for Contractor Quality Control approval Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Coupling and Bracing Flexible Couplings or Joints Equipment Requirements Contractor Designed Bracing G SD 03 Product Data
474. nstruction Use a boron based preservative conforming to AWPA P18 sodium silicate wood mineralization process or Ammoniacal Copper Quaternary Compound to treat wood Use boron based preservatives for above ground applications only SECTION 06 10 00 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 8 QUALITY ASSURANCI 8 1 Certificates of Grade Submit certificates attesting that products meet the grade requirements specified in lieu of grade markings where appearance is important and grade marks will deface material PART 2 PRODUCTS 2 2 2 ROUGH HARDWARE 1 MATERIALS 2 OTHER MATERIALS Miscellaneous Wood Members 52d Nonstress Graded Members Members shall be douglas fir S45 standard light framing graded in accordance with WCLIB 17 Standard Grading Rules ua die Blocking Blocking shall be standard or number 2 grade Unless otherwise indicated or specified rough hardware shall be of the type and size necessary for the project requirements Sizes types and spacing of fastenings of manufactured building materials shall be as recommended by the product manufacturer unless otherwise indicated or specified Rough hardware shall be hot dip zinc coated in accordance with ASTM A153 A153M 23 1 Bolts Nuts and Studs
475. nt Cast iron waste and vent piping need only comply with these provisions when caulked joints are used Flexible bell and spigot pipe joints using rubber gaskets may be used at each branch adjacent to tees and elbows for underground waste piping inside of building to satisfy these requirements 3 2042 Underground Piping Underground piping and 4 inch or larger conduit except heat distribution system shall have flexible couplings installed where the piping enters the building The couplings shall accommodate 2 inches of relative movement between the pipe and the building in any direction Additional flexible couplings shall be provided where shown on the drawings 3 4 PIPE SLEEVES Pipe sleeves in interior non fire rated walls shall be sized as indicated on the drawings to provide clearances that will permit differential movement of piping without the piping striking the pipe sleeve Qu SPREADERS Spreaders shall be provided between adjacent piping runs to prevent contact during seismic activity whenever pipe or insulated pipe surfaces are less than 4 inches apart Spreaders shall be applied at same interval as sway braces at an equal distance between the sway braces If rack type hangers are used where the pipes are restrained from contact by mounting to the rack spreaders are not required for pipes mounted in the rack Spreaders shall be applied to surface of bare
476. nt Protect ventilators from moisture and damage Remove damaged items from the site PART 2 PRODUCTS 2 2 zd MATERIALS 2 Aluminum Extrusions Aluminum extrusions shall be alloy 6063 temper T5 in compliance with ASTM B221 42 22 Aluminum Sheets Aluminum sheets shall be alloy 5005 temper H15 or alloy 3003 temper H14 in compliance with ASTM B209 1529 Galvanized Steel Sheets Steel sheets shall be commercial quality zinc coated steel hot dip galvanized of quality established by ASTM A653 A653M minimum G90 coating thickness 2 STATIONARY VENTILATORS Provide stationary roof ventilators fabricated of aluminum with seamless spun conical shaped weathercap and having straight through drainage for eliminating the possibility of air borne debris collecting in the ventilator openings Insect and Bird screens shall be provided 23 FABRICATION Ventilators shall be fabricated in accordance with approved shop drawings Welds soldered seams rivets and fasteners shall be clean secure watertight and smooth Edges shall be wired or beaded where necessary to ensure rigidity Joints between sections shall be watertight and shall allow for expansion and contraction Galvanic action between different metals in direct contact shall be prevented by nonconductive separators 4 CURB BASES Ventilator bases for curb mounted installations shall be
477. nt piping and storage units and typed condensed sequence of operation wiring and control diagrams and operation manuals explaining preventative maintenance procedures methods of checking the system for normal safe operation and procedures for safely starting and stopping the system shall be framed under glass or laminated plastic After approval these items shall be posted where directed Proposed diagrams at least 2 weeks prior to start of related testing 3 95 Hydrostatic Test Piping shall be hydrostatically tested at 225 psigfor a period of 2 hours or at least 50 psiin excess of the maximum pressure when the maximum pressure in the system is in excess of 175 psi in accordance with NFPA 20 3 9 2 Preliminary Tests Submit proposed procedures for Preliminary Tests at least 14 days prior to the proposed date and time to begin Preliminary Tests The Fire Protection Specialist shall take all readings and measurements The Manufacturer s SECTION 21 30 00 Page 23 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Representative a representative of the fire pump controller manufacturer and a representative of the diesel engine manufacturer when supplied shall witness the complete operational testing of the fire pump and drivers The fire pump controller manufacturer s representative and the diesel engine manufacturer s re
478. nt plan G written evidence that TSD is approved for lead disposal G Certification of Medical Examinations G SD 06 Test Reports 5 QUALITY ASSURANCI 222 sampling results Occupational and Environmental Assessment Data Report G D 07 Certificates Testing laboratory qualifications G Third party consultant qualifications G Clearance Certification G D 11 Closeout Submittals Completed and signed hazardous waste manifest from treatment or disposal facility G Waste turn in documents or weight tickets for non hazardous wastes that are disposed of at sanitary or construction and demolition landfills G Qualifications Competent Person CP Submit name address and telephone number of the CP selected to perform SECTION 02 83 13 00 20 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J responsibilities specified in paragraph entitled Competent Person CP Responsibilities Provide documented construction project related experience with implementation of OSHA s Lead in Construction standard 29 CFR 1926 62 which shows ability to assess occupational and environmental exposure to lead experience with the use of respirators personal protective equipment and other exposure reduction methods to protect employee health Submit proper documentation that the CP is trained and
479. ntact person Contact No End of Section SECTION 07 52 25 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION TABLE OF CONTENTS DIVISION 07 THERMAL AND MOISTURE PROTECTION SECTION 07 60 00 FLASHING AND SHEET METAL PART 1 GENERAL Lo REFERENCES 1 2 GENERAL REQUIREMENTS 2 3 SUBMITTALS 1 4 DELIVERY HANDLING AND STORAGE PART 2 PRODUCTS MATERIALS LEL Exposed Sheet Metal Items 22 Stainless Steel su Solder NO NONO DG D PART 3 EXECUTION INSTALLATION Workmanship Nailing Cleats Bolts Rivets and Screws Seams 1 Flat lock Seams 42 Lap Seams PES Loose Lock Expansion Seams 4 Flat Seams 3 1 6 Soldering 2 Edges 3 1 27 Protection from Contact with Dissimilar Materials i ol Beer Metal Surfaces 3 7 752 Wood or Other Absorptive Materials 3 1 8 Expansion and Contraction 1 20 Roof Edge Flashing 15592 Edge Strip PAINTING CLEANING REPAIRS TO FINISH C C CO C0 ES H WWW UH SUME Ul Ww Ox 9 H WW w End of Section Table of Contents SECTION 07 60 00 Page 1 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL
480. ntain in a clean condition Provide proper facilities for lowering sections of pipe into trenches Do not under any circumstances drop or dump pipe fittings valves or any other water line material into trenches Cut pipe in a neat workmanlike manner accurately to length established at the site and work into place without springing or forcing Replace by one of the proper length any pipe or fitting that does not allow sufficient space for proper installation of jointing material Blocking or wedging between bells and spigots will not be permitted bell and spigot pipe with the bell end pointing in the direction of laying Grade the pipeline in straight lines avoid the formation of dips and low points Support pipe at proper elevation and grade Secure firm uniform support Wood support blocking will not be permitted Lay pipe so that the full length of each section of pipe and each fitting will rest solidly on the pipe bedding excavate recesses to accommodate bells joints and couplings Provide anchors and supports where necessary for fastening work into place Make proper provision for expansion and contraction of pipelines Keep trenches free of water until joints have been properly made At the end of each work day close open ends of pipe temporarily with wood blocks or bulkheads Do not lay pipe when conditions of trench or weather prevent installation Depth of cover over top of pipe sh
481. ntraction slight setting or shifting in the ground minor variations in trench gradients and traffic vibrations Couplings shall be of strength not less than the adjoining pipeline SECTION 33 11 00 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 WATER SERVICE LINE MATERIALS 22 2 Water Service Line Appurtenances 22s Disinfection Chlorinating materials shall conform to the following Chlorine Liquid AWWA B30 Hypochlorite Calcium and Sodium AWWA B300 R 22 ELECTRONIC MARKER SYSTEM EMS ID BALL MARK A free floating self leveling design inside a watertight polyethylene shell ensures the marker is always in an accurate horizontal position regardless of how it is placed in the ground The markers contain a mixture of propylene glycol and water which is approved for use in harmaceuticals cosmetics and as s food additive The mixture is readily biodegradable and will not harm humans wildlife or the environment Physical properties shall be not less than the following Color orange Memory size 266 bits Typical compressed text length 7 lines Search mode range 5 feet maximum Read mode range 5 feet maxi
482. ntrols 2 INSTALLATION Coordinate roof ventilator installation with roofing work and in accordance with approved shop drawings manufacturer s published instructions and chapter 8 of SMACNA 1793 The ventilator installation shall be watertight and free of vibration noise Protect aluminum surfaces from direct contact with incompatible materials Aluminum surfaces which will be in contact with sealant shall not be coated with a protective material Aluminum shall not be used with copper or with water which flows over copper surfaces Clean roof ventilators in accordance with ventilator manufacturer s recommendations 23 PROTECTION Protect exposed ventilator finish surfaces against the accumulation of paint grime mastic disfigurement discoloration and damage for duration of construction activities End of Section SECTION 07 72 00 Page 4 NAS CSS FIR PART 1 1 2 1 1 2 10269 gt 20 SUI GENERAL SYSTEM E PUMP R EPLAC NG 9 KUNIA TUNNEL OAHU HI REFERENCES ON 07 SECT ON TABLE OF CONTENTS DESCRIPT ON General Sequencing HERMAL AND MOISTURE PROTECT ON SECTION 07 84 00 FIRESTOPPING Submittals Requirements BMITTALS Installer
483. ny item of work has been constructed in accordance with the drawings and specifications Do not begin testing on any section of a pipeline where concrete thrust blocks have been provided until at least 5 days after placing of the concrete 3524 2 Testing Procedure Test water mains and water service lines in accordance with the applicable specified standard except for the special testing requirements given in paragraph entitled Special Testing Requirements Test ductile iron water main in accordance with the requirements of AWWA C600 for hydrostatic SECTION 33 11 00 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J I testing The amount of leakage on ductile iron pipelines with mechanical joints or push on joints shall not exceed the amounts given in AWWA C600 no leakage will be allowed at joints made by any other method Test water service lines in accordance with applicable requirements of AWWA C600 for hydrostatic testing No leakage will be allowed 3 2 3 Special Testing Requirements For pressure test use a hydrostatic pressure 50 psi greater than the maximum working pressure of the system except that for those portions of the system having pipe size larger than 2 inches in diameter hydrostatic test pressure shall be not less than 200 psi Hold this pressure for not less than 2 hours Pr
484. o concrete from vibration created by blasting pile driving movement of equipment in the vicinity disturbance of formwork or protruding reinforcement and any other activity resulting in ground vibrations Protect concrete from injurious action by sun rain flowing water frost mechanical injury tire marks and oil stains Do not allow concrete to dry out from time of placement until the expiration of the specified curing period not use membrane forming compound on surfaces where appearance would be objectionable on any surface to be painted where coverings are to be bonded to the concrete or on concrete to which other concrete is to be bonded If forms are removed prior to the expiration of the curing period provide another curing procedure specified herein for the remaining portion of the curing period Provide moist curing for those areas receiving liquid chemical sealer hardener or epoxy coating Allow curing compound sealer installations to cure prior to the installation of materials that adsorb VOCs 3 10 t General Protect freshly placed concrete from premature drying and cold or hot temperature and maintain without drying at a relatively constant temperature for the period of time necessary for hydration of cement and proper hardening of concrete Start initial curing as soon as free water has disappeared from surface of concrete after placing and finishing Keep concrete moist for minimum 7
485. o the sprinkler water demand of the assembly valves on the inlet and outlet and four test cocks be UL listed for horizontal or vertical installations EXECUT ON D M EASUREM After becoming familiar with all in the field performing INSTAL ENTS details of the work verify all the work main drain alarm line at the A test port for a pressure gauge shall be provided both upstream and downstream of the double check backflow prevention assembl Assembly shall and comply with ASSE 1015 The cast iron or stainless steel body with include pressure gauge test ports and 2 positive seating check valve Assemb The maximum pressure loss shall be ies shall location LY dimensions AT ON R REM ENTS The install NFPA 13 EQU and advise the Contracting Officer of any discrepancy before ation shall be in accordance with the applicable provisions of NFPA 24 and publications referenced therein Installation of in rack sprinklers shall comply with applicable provisions of NFPA 13 NSP ECT ON BY F R PROT ECT ON SP AL ST Prior Report Sys tem is cer to ceiling installation and concurrent with Fire Protec periodicall y during 2 witness being provided and
486. ocedure for the roof manufacturer s technical representative s onsite inspection and acceptance of the roof structure and roofing substrate the name of the manufacturer s technical representative the frequency of the onsite visits distribution of copies of the inspection report s from the manufacturer technical representative to roof manufacturer SECTION 07 52 25 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 4 4 Contractor s plan for coordination of the work of the various trades involved in providing the roofing system and other components Secured to the roof d Quality control plan for the roof system installation e Safety Requirements DELIVERY Deliver materials in manufacturers original unopened containers with manufacturer s labels intact and legible Where materials are covered by a referenced specification the container shall bear the specification number type and class as applicable Deliver materials in sufficient quantity to allow continuity of work 5 ENVIRONMENTAL CONDITIONS Application will not be permitted during inclement weather 6 164 1 PRODUCT HANDLING Delivery of Materials All roofing materials shall be delivered to the site in the original unbroken manufacturer s wrapping
487. of size indicated SECTION 07 72 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J on drawings and shall be designed specifically for the type of ventilator and roofing system approved for this project Curb bases shall be factory formed and flashed for a watertight installation Curb bases shall be fabricated of material and finish to match the ventilator 49 SCREENS Screens shall be furnished by ventilator manufacturer as part of ventilator assembly Screen with frames shall be manufactured of material to match ventilators and shall be designed to be easily removed for cleaning purposes 46 FINISH 2 6 1 Aluminum Finish Aluminum roof ventilators shall be factory finished to match metal roof finish and color PART 3 EXECUTION BH PREPARATION Prepare rough openings and other roof conditions in accordance with approved shop drawings and manufacturer s recommendations Rough openings shall be field measured and recorded on shop drawings prior to fabrication of roof ventilators Before starting the ventilator work protect surrounding roof surfaces from damage Coordinate fabrication with construction schedule Submit dimensioned drawings indicating location of each type of ventilator including details of construction gauges of metal and methods of operation of dampers and co
488. ohms under normally dry conditions If this resistance cannot be obtained with a single rod additional rods not less than 6 feet on centers If the resultant resistance exceeds 25 ohms measured not less than 48 hours after rainfall notify the Contracting Officer who will decide on the number of ground rods to add 3 1 10 2 Grounding Connections Make grounding connections which are buried or otherwise normally SECTION 26 20 00 Page 19 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J inaccessible by exothermic weld or compression connector a Make exothermic welds strictly in accordance with the weld manufacturer s written recommendations Welds which are puffed up or which show convex surfaces indicating improper cleaning are not acceptable Mechanical connectors are not required at exothermic welds b Make compression connections using a hydraulic compression tool to provide the correct circumferential pressure Tools and dies shall be as recommended by the manufacturer An embossing die code or other standard method shall provide visible indication that a connector has been adequately compressed on the ground wire 351 1053 Resistance Maximum resistance to ground of grounding system shall not exceed 25 ohms under dry conditions Where resistance obtained exceeds 25 ohms contact Contracting Officer for
489. on 26 20 00 INTERIOR DISTRIBUTION SYSTEM Alarm signal wiring connected to the building fire alarm control system shall be i n accordance with Section 28 31 64 00 10 FIRE DETECTION AND ALARM SYST M A DDRESSABLE All wiring for supervisory and alarm circuits shall be 14 AWG solid copper installed in metallic tubing or conduit Wiring color code shall remain uniform throughout the system 3 8 DISINFECTION After all system components are installed and hydrostatic test s are completed the entire sprinkler system shall be disinfected Flush all sprinkler system piping with potable water until any entrained dirt and other foreign materials have been removed before introducing chlorinating material Remove the flushing fitting of each cross main and of each grid branch line and then back flush through the sprinkler main drain a The water chlorination procedure shall be in accordance with AWWA C651 and AWWA C652 Feed either a hypochlorite solution using a hypochlorinator or liquid chlorine using a solution fed chlorinator and booster pump into the system at a constant rate of 50 parts per million ppm until th ntire system is filled Monitor the chlorine residual level in the water at six hour intervals for a period of 24 hours If the residual chlorine is below 25 ppm in any int
490. on ferrous metal tags or approved equal in each manhole handhole junction box and each terminal Each tag shall contain the following information cable type conductor size circuit number circuit voltage cable destination and phase identification Cable Inspection The cable reel shall be inspected for correct storage positions signs of physical damage and broken end seals If end seal is broken moisture shall be removed from cable in accordance with the cable manufacturer s SECTION 33 70 02 00 10 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J recommendations i35 72 Duct Cleaning Duct shall be cleaned with an assembly that consists of a flexible mandrel manufacturers standard product in lengths recommended for the specific size and type of duct that is 1 4 inch less than inside diameter of duct 2 wire brushes and a rag The cleaning assembly shall be pulled through conduit a minimum of 2 times or until less than a volume of 8 cubic inches of debris is expelled from the duct 23 143 Duct Lubrication The cable lubricant shall be compatible with the cable jacket for cable that is being installed Application of lubricant shall be in accordance with lubricant manufacturer s recommendations 23 1 4 Cable Installation Provide a cable feeding truck and a cable pu
491. on the piping and flushing of the suction and discharge piping A copy of the manufacturer s certified pump curve for each fire pump shall be included in the report Notification shall include a copy of the Contractor s Material amp Test Certificates Include the following in the final acceptance test 3 9 3 4 Flow Tests Flow tests using the test header hoses and playpipe nozzles shall be conducted Flow tests shall be performed at churn no flow 75 100 125 and 150 percent capacity for each pump and at full capacity of the pump installation Flow readings shall be taken from each nozzle by means of a SECTION 21 30 00 Page 24 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J calibrated pitot tube with gauge or other approved measuring equipment Rpm suction pressure and discharge pressure reading shall be taken as part of each flow test Voltage and ampere readings shall taken on each phase as part of each flow test for electric motor driven pumps Fire pump shall be tested using the existing water storage tank water only 3 9 3 2 Starting Tests Pumps shall be tested for automatic starting and sequential starting Setting of the pressure switches shall be tested when pumps are operated by pressure drop Tests may be performed by operating the test connection on the pressure sensing lines As a minimum
492. oncrete until top surface of strip is flush with slab surface or by cutting the concrete with a saw after the concrete has set After concrete has cured for at least 7 days the Contractor must remove inserts and clean groove of foreign matter and loose particles In Hawaii sawcutting will be limited to within 12 hours after set and at 1 4 slab depth 3 12 4 Sealing Joints in Slabs on Ground Isolation and control joints which are to receive finish flooring material must be sealed with joint sealing compound after concrete curing period Slightly underfill groove with joint sealing compound to prevent extrusion of compound Remove excess material as soon after sealing as possible Sealing is not required for isolation and control joints to be covered with finish flooring material Groove must be left ready to receive filling material that is provided as part of finish floor covering work I 3 13 INSTALLATION ANCHORAGE DEVICES Sold General Anchorage devices and embedded items required for other work that is attached to or supported by set and build in cast in place concrete as part of the work of this section using setting drawings instructions and directions for work to be attached thereto 3 1342 Placing Anchorage Devices Anchorage devices and embedded items must be positioned accurately and supported against displacement Fill openings in anchorage devices such as s
493. one will be permitted in the lead control area unless they have been appropriately trained and provided with protective equipment 3 2 ERECTION 342 23 Lead Control Area Requirements Establish a lead control area by completely establishing barriers and physical boundaries around the area or structure where PWL or MCL removal operations will be performed SECTION 02 83 13 00 20 Page 12 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 3 9 APPLICATION Pee Lead Work Perform lead work in accordance with approved Lead Compliance Plan Use procedures and equipment required to limit occupational exposure and environmental contamination with lead when the work is performed in accordance with 29 CFR 1926 62 and as specified herein Dispose of all PWL or MCL and associated waste in compliance with federal State and local requirements 53 2 Paint with Lead or Material Containing Lead Removal Manual or power sanding or grinding of lead surfaces or materials is not permitted unless tools are equipped with HEPA attachments or wet methods The dry sanding or grinding of surfaces that contain lead is prohibited Provide methodology for removing lead in the Lead Compliance Plan Select lead removal processes to minimize contamination of work areas outside the control area with lead contaminated d
494. onnecting piping Waterways shall have metal connections on both ends suited to match connecting piping Dielectric waterways shall be internally lined with an insulator specifically designed to prevent current flow between dissimilar metals Dielectric flanges shall meet the performance requirements described herein for dielectric waterways Connecting joints between plastic and metallic pipe shall be made with transition fitting for the specific purpose 214 Pipe Sleeves and Flashing Pipe sleeves shall be furnished and set in their proper and permanent location Sleeve Requirements Unless indicated otherwise provide pipe sleeves meeting the following requirements Secure sleeves in position and location during construction Provide sleeves of sufficient length to pass through entire thickness of walls ceilings roofs and floors A modular mechanical type sealing assembly may be installed in lieu of a waterproofing clamping flange and caulking and sealing of annular space between pipe and sleeve The seals shall consist of interlocking synthetic rubber links shaped to continuously fill the annular space between the pipe and sleeve using galvanized steel bolts nuts and pressure plates The links shall be loosely assembled with bolts to form a continuous rubber belt around the pipe with a pressure plate under each bolt head and each nut After the seal assembly is properly positioned
495. onnel involved devices tested serial number and name of test equipment and test results Field test reports shall be signed and dated by the Contractor 2752 Safety Provide and use safety devices such as rubber gloves protective barriers and danger signs to protect and warn personnel in the test vicinity Replace any devices or equipment which are damaged due to improper test procedures or handling CIS Ground Resistance Tests The resistance of each grounding electrode and the ground ring shall be measured using the fall of potential method defined in IEEE 81 Ground resistance measurements shall be made before the electrical distribution system is energized and shall be made in normally dry conditions not less than 48 hours after the last rainfall Resistance measurements of separate grounding electrode systems shall be made before the systems are bonded together below grade The combined resistance of separate systems may be used to meet the required resistance but the specified number of electrodes must still be provided a Single rod electrod 25 ohms b Ground ring 5 ohms wl el Low Voltage Cable Test Low voltage cable complete with splices shall be tested for insulation resistance after the cables are installed in their final configuration SECTION 33 70 02 00 10 Page 15 NAS CSS ready for connection to voltage sh
496. ons and has the authority to take prompt corrective actions to control the lead hazard 1 254 Contaminated Room Refers to a room for removal of contaminated personal protective equipment PPE 12 25 Decontamination Shower Facility That facility that encompasses a clean clothing storage room and a contaminated clothing storage and disposal rooms with a shower facility in between 12516 High Efficiency Particulate Arrestor HEPA Filter Equipment HEPA filtered vacuuming equipment with a UL 586 filter system capable of collecting and retaining lead contaminated particulate A high efficiency particulate filter demonstrates at least 99 97 percent efficiency against 0 3 micron or larger size particles SECTION 02 83 13 00 20 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 7 Lead Metallic lead inorganic lead compounds and organic lead soaps Excludes other forms of organic lead compounds 2 8 Lead Control Area A system of control methods to prevent the spread of lead dust paint chips or debris to adjacent areas that may include temporary containment floor or ground cover protection physical boundaries and warning signs to prevent unauthorized entry of personnel HEPA filtered local exhaust equipment may be used as engineering controls to further reduce personnel exposures or building outdoor
497. or solid units Joint reinforcement shall be placed a minimum of 5 8 inch cover from either face The distance between crosswires shall not exceed 16 inches Joint reinforcement for straight runs shall be furnished in flat sections not less than 10 feet long Joint reinforcement shall be provided with factory formed corners and intersections If approved for use joint reinforcement may be furnished with adjustable wall tie features Submit one piece of each type used including corner and wall intersection pieces showing at least two cross wires 8 REINFORCING STEEL BARS AND RODS I Reinforcing steel bars and rods shall conform to ASTM A615 A615M Grade 60 9 CONTROL JOINT KEYS Control joint keys shall be a factory fabricated solid section of natural or synthetic rubber or combination thereof conforming to ASTM D2000or SECTION 04 20 00 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J polyvinyl chloride conforming to ASTM D2287 The material shall be resistant to oils and solvents The control joint key shall be provided with a solid shear section not less than 5 8 inch thick and 3 8 inch thick flanges with a tolerance of plus or minus 1 16 inch The control joint key shall fit neatly but without forcing in masonry unit jamb sash grooves The
498. or Aboveground Piping All items in the Report shall be signed by the Fire Protection Specialist and the Manufacturer s Representative 3 9 3 Army Final Acceptance Test The Fire Protection Specialist shall take all readings and measurements The Manufacturer s Representative the fire pump controller manufacturer s representative and the diesel engine manufacturer s representative when supplied shall also witness for the final tests Repair any damage caused by hose streams or other aspects of the test Submit proposed date and time to begin Army Final Acceptance Test with the Acceptance Procedures Notification shall be provided at least 14 days prior to the proposed start of the test Submit 3 copies of the completed Army Final Acceptance Test Reports no later that 7 days after the completion of the tests All items in the reports shall be signed by the Fire Protection Specialist and the Manufacturer s Representative Test reports in booklet form each copy furnished in a properly labeled three ring binder showing all field tests and measurements taken during the preliminary and final testing and documentation that proves compliance with the specified performance criteria upon completion of the installation and final testing of the installed system Each test report shall indicate the final position of the controls and pressure switches The test reports shall include the description of the hydrostatic test conducted
499. or Seamless and Welded Austenitic Stainless Steel Tubing for General Service ASTM A307 2010 Standard Specification for Carbon Steel Bolts and Studs 60 000 PSI Tensile Strength ASTM A312 A312M 2011 Standard Specification for Seamless Welded and Heavily Cold Worked Austenitic Stainless Steel Pipes ASTM A351 A351M 2010 Standard Specification for Castings Austenitic for Pressure Containing Parts ASTM A358 A358M 2008 Standard Specification for Electric Fusion Welded Austenitic Chromium Nickel Stainless Steel Pipe for High Temperature Service and General Applications ASTM A36 A36M 2008 Standard Specification for Carbon Structural Steel ASTM A403 A403M 2011 Standard Specification for Wrought Austenitic Stainless Steel Piping Fittings ASTM A53 A53M 2010 Standard Specification for Pipe Steel Black and Hot Dipped Zinc Coated SECTION 33 52 10 Page 6 P I EPLACE PUMP R NAS CSS FIRI NG 9 Welded and ASTM A563 2007a KUNIA TUNNEL OAHU Hl NSA 03 RJ000081J Seamless Standard Specification for Carbon and Alloy Steel Nuts ASTM A733 2003 for Welded Austenitic ASTM A 743 A743M 2006 Castings R 2009e1 R 2010 Iron Chromium ron Chromium Nickel Standard Specification and Seamless Carbon Steel and Stainless Steel Pipe Nipples Standard Specification for Corrosion Resistant for General Application ASTM
500. or UL 2079 to meet the required fire resistance rating Curtain wall joints shall be provided with firestopping materials and systems that have been tested in accordance with ASTM E 2307 to meet the required fire resistance rating Systems installed at construction joints shall meet the cycling requirements of ASTM 1399 or UL 2079 11 joints at the intersection of the top of a fire resistance rated wall and the underside of a fire rated floor floor ceiling or roof ceiling assembly shall provide a minimum class II movement capability 2 1 4 Material Performance All firestop materials are subject to these minimum standards of performance a Firestop material shall be capable of installation at temperatures of 35 to 120 degrees F b Material must be able to be frozen thawed and still maintain manufacturer approval for installation om Firestop material must convey a manufacturer s written warranty guaranteeing the performance of the material for the sustainable lifetime of the structure d Material must maintain a shelf life of no less than 2 years form date of manufacturing e Acceptable firestop cast in place devices are factory assembled intumescent lined round or oval plastic cylinders capable of protecting plastic metallic cable and blank openings through the cast in place device equal to the fire resistance rating of the floor PART 3 EXECUTION
501. or bolts ps ALS Aluminum Where aluminum contacts metal other than zinc paint the dissimilar metal with a primer and two coats of aluminum paint End of Section SECTION 08 91 00 Page 4 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU SECTION TABLE OF CONTENTS DIVISION 09 FINISHES SECTION 09 90 00 PAINTS AND COATINGS PART 1 GENERAL REFERENCES L 2 SUBMITTALS L 3 APPLICATOR S QUALIFICATIONS 43 Contractor Qualification 1 4 QUALITY ASSURANCE 24 lt Field Samples Tests Aes Sampling Procedure 4 1 2 Testing Procedure 1 5 REGULATORY REQUIREMENTS Content 250 Chromate Content 5 59 Asbestos Content Mercury Content Silica 1 5 6 Human Carcinogens 1 6 PACKAGING LABELING AND STORAGE EN SAFETY AND HEALTH obs Safety Methods Used During Coating Application 1522 Toxic Materials L 8 ENVIRONMENTAL CONDITIONS 265 Coatings 1 8 2 Post Application 1 9 SCHEDULING 0 COLOR SELECTION 1 LOCATION AND SURFAC
502. or by the USEPA authorized State or local certification and accreditation program 128 2 Requirements 1 5 2 1 Competent Person CP Responsibilities a Verify training meets all federal State and local requirements b Review and approve Lead Compliance Plan for conformance to the applicable referenced standards c Continuously inspect PWL or MCL work for conformance with the approved plan d Perform or oversee performance of air sampling Recommend upgrades or downgrades whichever is appropriate based on exposure on the use of PPE respirators included and engineering controls e Ensure work is performed in strict accordance with specifications at all times f Control work to prevent hazardous exposure to human beings and to the environment at all times SECTION 02 83 13 00 20 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Supervise final cleaning of the lead control area review clearance sample results and make recommendations for further cleaning h Certify the conditions of the work as called for elsewhere in this Specification 1 5222 Lead Compliance Plan Submit a detailed job specific plan of the work procedures to be used in the disturbance of PWL or MCL The plan shall include a sketch showing the location size and details of lead control areas critical barriers physical boundari
503. or weakened by Contractor s operations soils softened or made unsuitable for subsequent construction due to exposure to weather Excavations below indicated depths will not be permitted except to remove unsatisfactory material Unsatisfactory material encountered below the grades shown shall be removed as directed Refill with select material and compact to 95 percent of ASTM D1557 maximum density Unless specified otherwise refill excavations cut below indicated depth with select material and compact to 95 percent of ASTM D1557 maximum density Satisfactory material removed below the depths indicated without specific direction of the Contracting Officer shall be replaced with satisfactory SECTION 31 23 00 00 20 Page 8 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J materials to the indicated excavation grade except as specified for spread footings Determination of elevations and measurements of approved overdepth excavation of unsatisfactory material below grades indicated shall be done under the direction of the Contracting Officer 3412 1 Structures With Spread Footings Ensure that footing subgrades have been inspected and approved by the Contracting Officer prior to concrete placement Fill over excavations with concrete during foundation placement 34242 Pipe Trenches Excavate to the dimension indi
504. ording to SSPC SP 2 SSPC SP 3 or SSPC SP 6 NACE No 3 Shop coated ferrous surfaces shall be protected from corrosion by treating and touching up corroded areas immediately upon detection SECTION 09 90 00 Page 12 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 4 PREPARATION OF CONCRETE AND CEMENTITIOUS SURFACI 3 2 Final Ferrous Surface Condition For tool cleaned surfaces the requirements are stated in SSPC SP 2 and SSPC SP 3 As a visual reference cleaned surfaces shall be similar to photographs in SSPC VIS 3 For abrasive blast cleaned surfaces the requirements are stated in SSPC SP 7 NACE No 4 SSPC SP 6 NACE No 3 and SSPC SP 10 NACE No 2 Asa visual reference cleaned surfaces shall be similar to photographs in SSPC VIS 1 23 53 Galvanized Surfaces a New or Existing Galvanized Surfaces With Only Dirt and Zinc Oxidation Products Clean with solvent steam or non alkaline detergent solution in accordance with SSPC SP 1 If the galvanized metal has been passivated or stabilized the coating shall be completely removed by brush off abrasive blast New galvanized steel to be coated shall not be passivated or stabilized If the absence of hexavalent stain inhibitors is not documented test as described in ASTM D6386 Appendix X2 and remove by one of the methods described therein
505. osition ring 0 0625 inch ASTM A193 A193M Grade B8 bolts and ASTM A194 A194M Grade 8 nuts shall be provided DIES Piping Insulation Comply with EPA requirements in accordance with Section 01 62 35 RECYCLED RECOVERED MATERIALS Products containing asbestos will not be permitted Exhaust piping system including the muffler shall be insulated with ASTM C533 calcium silicate insulation minimum of 3 inches Insulation shall be secured with not less than 0 375 inch width fibrous glass SECTION 21 30 00 Page 16 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J reinforced waterproof tape or Type 304 stainless steel bands spaced not more than 8 inches on center An aluminum jacket encasing the insulation shall be provided The aluminum jacket shall have a minimum thickness of 0 016 inches a factory applied polyethylene and kraft paper moisture barrier on the inside surface The jacket shall be secured with not less than 0 5 inch wide stainless steel bands spaced not less than 8 inches on centers Longitudinal and circumferential seams of the jacket shall be lapped not less than 3 inches Jackets on horizontal line shall be installed so that the longitudinal seams are on the bottom side of the pipe The seams of the jacket for the vertical lines shall be placed on the off weather side of the pipe
506. oth sides of the resilient seal 2 5 6 2 Pressure Relief Provide plug valve with an automatic thermal relief valve s to relieve pressure buildup in the internal body cavity when the plug valve is closed Relief valve shall open at a 25 psi differential pressure and discharge to the throat of and to the upstream side of the plug valve 2454546 3 Bleed Valve Provide a manually operated bleed valve for each plug valve in order to verify that the plug valve is not leaking when in the closed position Provide discharge piping so that released liquid from each bleed valve can be contained 2 5 7 Pressure Relief Valve Valve shall be the fully enclosed spring loaded angle pattern ball seated type with lift lever Valve shall have corrosion resistant valve seats Valve stem shall be fully guided between the fully opened and fully closed positions Valve shall be factory set to open at the indicated pressure plus or minus ten percent deviation Valve setpoint shall be field adjustable within a minimum range of plus or minus 20 percent of the indicated setpoint 2 5 8 PressureNVacuum Relief Valve Valve shall be the pressure vacuum vent relief type that conforms to NFPA 30 Valve pressure and vacuum relief settings shall be set at the factory Pressure and vacuum relief shall be provided by a single valve Valve body shall be constructed of either cast steel or aluminum Valve trim shall
507. other audible notification appliance employed in the fire alarm systems shall be approved by the Contracting Officer 29 DET 29 1 Conduit Conduit and fittings shall comply with NFPA 70 9 2 Wiring ON AND ALARM SYST Wiring shall conform to NFPA 70 AWG minimum manufacturers requirements 16 AWG minimum 2 PH EQUIPMENT Wiring for The SLC wiring shall be copper wiring for fire Voltages shall not be mixed UL 6 UL 1242 and UL 797 120 Vac power shall be No 12 cable in accordance with the alarm dc circuits shall be No in any junction box housing or device except those containing power supplies and control relays 1 System field wiring shall be solid copper Wiring shal shall be color coded similarly color coded the circuit Pigtail supervisory alarm circuits prohibited T tapping using screw terminal addressable systems 250 Tank Water Level conform to NFPA 70 and installed in metallic conduit or el that rigid plastic conduit may be used Conductors used Wiring code col or T tap connections to and notification appliance circuits are ectrical metallic tubing except under slab on grade for the lor shall Conductors same functions shall be remain uniform throughout initiating device circuits blocks is allowed for style 5 Monitoring System Provide a
508. ovide Materials and Equipment that have been tested by Underwriters Laboratories Inc and are listed in UL Fire Prot Dir or approved by Factory Mutual and listed in FM APP GUIDE Where the terms listed or approved appear in this specification such shall mean listed in UL Fire Prot Dir or FM APP GUIDE Submit manufacturer s catalog data included with the Sprinkler System Drawings for all items specified herein The data shall be highlighted to show model size options etc that are intended for consideration Data shall be adequate to demonstrate compliance with all contract requirements In addition provide a complete equipment list that includes equipment description model number and quantity 4 UNDERGROUND PIPING COMPONENTS 24 1 Underground piping with 5 of the fire pump building 5 of the Building 9 Tunnel entrance shall be ductile iron with a rated working pressure of 175 psi conforming to AWWA C151 A21 51 with cement mortar lining conforming to AWWA C104 A21 4 Piping more than 5 feet outside the building walls shall comply with Section 33 11 00 WATER DISTRIBUTION SECTION 21 13 13 00 10 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 4 2 Fittings and Gaskets Fittings shall be ductile iron conforming to AWWA
509. ower troweled two times and finally hand troweled The first troweling after floating needs to produce a smooth surface which is relatively free of defects but which may still show some trowel marks Perform additional trowelings done by hand after the surface has hardened sufficiently The final troweling is done when a ringing sound is produced as the trowel is moved over the surface Thoroughly consolidate the surface by the hand troweling operations The finished surface must be essentially free of trowel marks and uniform in texture and appearance The finished surface must produce a surface level to within 1 4 inch in 10 feet On surfaces intended to support floor coverings remove any defects of sufficient magnitude to show through the floor covering by grinding SECTION 03 30 00 Page 35 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 9 1 4 Broomed Use on surfaces of exterior walks unless otherwise indicated Perform a floated finish then draw a broom or burlap belt across the surface to produce a coarse scored texture Permit surface to harden sufficiently to retain the scoring or ridges Broom transverse to traffic or at right angles to the slope of the slab 3 10 CURING AND PROTECTION ACI MCP 2 unless otherwise specified Begin curing immediately following form removal Avoid damage t
510. ped fabricated of 3 16 inch diameter zinc coated steel wire Rectangular wall ties shall be no less than 4 inches wide Wall ties may also be of a continuous type conforming to paragraph JOINT REINFORCEMENT Adjustable type wall ties if approved for use shall consist of two essentially U shaped elements fabricated of 3 16 inch diameter zinc coated steel wire Adjustable ties shall be of the double pintle to eye type and shall allow a maximum of 1 2 inch eccentricity between each element of the tie Play between pintle and eye opening shall be not more than 1 16 inch The pintle and eye elements shall be formed so that both can be in the same plane 26 23 Bar Positioners Bar positioners used to prevent displacement of reinforcing bars during the course of construction shall be factory fabricated from 9 gauge steel wire or equivalent and coated with a hot dip galvanized finish Not more than one wire shall cross the cell 27 JOINT REINFORCEMENT Joint reinforcement shall be factory fabricated from steel wire conforming to ASTM A82 A82M welded construction Tack welding will not be acceptable in reinforcement used for wall ties Wire shall have zinc coating conforming to ASTM A153 A153M Class B 2 All wires shall be a minimum of 9 gauge Reinforcement shall be ladder type design having one longitudinal wire in the mortar bed of each face shell for hollow units and one wire f
511. pening SECTION 10 14 01 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 2 ROOM IDENTIFICATION SIGNAGE 2251 Standard Room Signs Signs shall consist of acrylic plastic 0 080 inch thickness minimum conforming to ANSI 297 1 a Units shall be frameless Corners of signs shall be rounded to 3 8 inch radius 2 2x2 Type of Mounting For Signs Surface mounted signs shall be mounted with countersunk mounting holes in plaques and mounting Type 316 stainless steel screws mounting surface 2 28 Graphics Signage graphics for modular signs shall conform to the following Silkscreened First Surface Copy non tactile Message shall be applied to panel using the silkscreen process Silkscreened images shall be executed with photo screens prepared from original art Handcut screens will not be accepted Original art is defined as artwork that is a first generation reproduction of the specified art Edges and corners shall be clean 2 2 4 Character Proportions and Heights Letters and numbers on signs conform to 36 CFR 1191 2 2 5 Raised and Braille Characters and Pictorial Symbol Signs Pictograms Raised letters and numbers on signs shall conform to 36 CFR 1191 PART 3 EXECUTION sd INSTALLATION Sign shall be installed plumb and true and in accordance with approved
512. pipe and over insulation on insulated pipes utilizing high density inserts and pipe protection shields 3 6 SWAY BRACES FOR PIPING Sway braces shall be provided to prevent movement of the pipes under seismic loading Braces shall be provided in both the longitudinal and transverse directions relative to the axis of the pipe The bracing shall SECTION 13 48 00 00 10 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J not interfere with thermal expansion requirements for the pipes as described in other sections of these specifications 26 4 Transverse Sway Bracing 11 runs length of pipe between end joints shall have a minimum of two transverse braces Transverse sway bracing for pipes of materials other than steel and copper shall be provided at intervals not to exceed the hanger spacing as specified in Section 22 00 00 PLUMBING GENERAL PURPOSE E 6 2 Longitudinal Sway Bracing Longitudinal sway bracing shall be provided at 40 foot intervals unless otherwise indicated All runs length of pipe between end joints shall have one longitudinal brace minimum Sway braces shall be constructed in accordance with the drawings Branch lines walls or floors shall not be used as sway braces 6 3 Vertical Runs Run is defined as length of pipe between end joints Vertica
513. pipe ends may be used b Sleeve type couplings shall be used for joining plain end pipe sections The coupling shall consist of one steel middle ring two Steel followers two gaskets and necessary steel bolts and nuts to compress the gaskets 2 4 MANUFACTURED BALL JOINTS Manufactured ball joints shall be as recommended by the manufacturer for the intended use and shall be approved by the Contracting Officer before installation PART 3 EXECUTION BaL COUPLING AND BRACING a Submit detail drawings as specified here and throughout this specification along with catalog cuts templates and erection and installation details as appropriate for the items listed Submittals shall be complete in detail shall indicate thickness type grade class of metal and dimensions and shall show construction details reinforcement anchorage and installation with relation to the building construction b Coupling installation shall conform to the details shown on the drawings Provisions of this paragraph apply to all piping within a 5 foot line around outside of building unless buried in the ground Piping grouped for support on trapeze type hangers shall be braced at the most frequent interval as determined by applying the requirements of this specification to each piping run on the common support c Bracing components shall be sized as required for the total load carried by the common supports Bracing rigidl
514. pness Store sand and aggregates in a manner to prevent contamination or segregation 26 PROJECT SITE CONDITIONS Conform to ACI 530 530 1 for hot weather masonry erection 26 1 Hot Weather Installation Take the following precautions if masonry is erected when the ambient air temperature is more than 99 degrees F in the shade and the relative humidity is less than 50 percent or the ambient air temperature exceeds 90 degrees F and the wind velocity is more than 8 mph All masonry materials shall be shaded from direct sunlight mortar beds shall be spread no more than 4 feet ahead of masonry masonry units shall be set within one minute of spreading mortar and after erection masonry shall be protected from direct exposure to wind and sun for 48 hours PART 2 PRODUCTS 2s 1 GENERAL REQUIREMENTS The source of materials which will affect the appearance of the finished work shall not be changed after the work has started except with Contracting Officer s approval Submit sample of colored mortar with applicable masonry unit and color samples of three stretcher units and one unit for each type of special shape Units shall show the full range of color and texture Submit test reports from an approved independent laboratory Test reports on a previously tested material shall be certified as the same as that proposed for use in this project Submit certificat
515. ponent spray urethane adhesive type as recommended by roofing membrane manufacturer 2 1 4 Thinner and Cleaner Type as recommended by adhesive manufacturer compatible with roofing sheet membrane 25 Water Cutoff Mastic Lap Cleaner and Sealant As recommended by the elastomeric sheet manufacturer s printed data 2 01 26 Flashing and Flashing Accessories Flashing and prefabricated pipe seals shall be 0 06 inch minimum thick non reinforced uncured elastomeric sheet as recommended by the elastomeric sheet manufacturer s printed data 2 1 7 inc luding perimeter flashing flashing around roof penetrations Fire Safety The complete roof covering assembly shall have UL 790 Class A classification be listed as fire classified in the UL Building Materials Guide 2 1 8 Directory or listed as Class I roof deck construction in the FM Approval Protection Board ASTM C1177 C1177M 5 8 inch thick 4 feet by 4 feet size Fire resistance shall be zero flame spread and zero smoke development when tested in accordance with ASTM E84 PART 3 EXECUTION 3 24 PREPARATION a Coordinate work with that of other trades to ensure that components which are to be incorporated into the roofing system are available to SECTION 07 52 25 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J
516. pproved and provided Do not begin demolition work until all utility disconnections have been made Shut off and cap utilities for future use as indicated 15 3 Restoration of Turf Areas Remove sod from trench excavation protect sod under shade water sod occasionally to prevent drying and replant sod after completion of utility work Provide topsoil and fertilizer to promote growth Thoroughly moisten areas to be sodded immediately prior to placing sod After completing sodding blend edges of sodded area smoothly into surrounding area Water sod areas on Mondays Wednesdays and Fridays for one month Start watering immediately after completing each day s sodding Apply water at a rate sufficient to ensure thorough wetting of the soil to minimum depth of 4 inches 1 4 Paving and Slabs Sawcut concrete as indicated Provide neat sawcuts at limits of pavement removal as indicated Pavement and slabs not to be used in this project shall be removed from the Installation at Contractor s expense SECTION 02 41 00 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 2 DISPOSITION OF MATERIAL 22222 Title to Materials Except for salvaged items specified in related Sections and for materials or equipment scheduled for salvage all materials and equipment removed and not re
517. presentative shall each be an experienced technician employed by the respective manufacturers and capable of demonstrating operation of all features of respective components including trouble alarms and operating features Fire pumps drivers and equipment shall be thoroughly inspected and tested to insure that the system is correct complete and ready for operation Tests shall ensure that pumps are operating at rated capacity pressure and speed Tests shall include manual starting and running to ensure proper operation and to detect leakage or other abnormal conditions flow testing automatic start testing testing of automatic settings sequence of operation check test of required accessories test of pump alarms devices and supervisory signals test of pump cooling operational test of relief valves and test of automatic power transfer if provided Pumps shall run without abnormal noise vibration or heating If any component or system was found to be defective inoperative or not in compliance with the contract requirements during the tests and inspection the corrections shall be made and the entire preliminary test shall be repeated Submit 3 copies of the completed Preliminary Tests Reports no later that 7 days after the completion of the Preliminary Tests The Report shall include both the Contractor s Material and Test Certificate for Underground Piping and the Contractor s Material and Test Certificate f
518. provide cleats of 2 inch wide by 3 inch long and of the same material and thickness as the sheet metal being installed Secure one end of the cleat with two nails and the cleat folded back over the nailheads Lock the other end into the seam Where the fastening is to be made to concrete or masonry use screws and drive in expansion shields set in concrete or masonry Pretin cleats for soldered seams 3 14 Bolts Rivets and Screws Install bolts rivets and screws where indicated or required Provide compatible washers where required to protect surface of sheet metal and to provide a watertight connection Provide mechanically formed joints in aluminum sheets 0 040 inch or less in thickness 34145 Seams Straight and uniform in width and height with no solder showing on the face 3415 4 Flat lock Seams Finish not less than 3 4 inch wide 34515522 Lap Seams Finish soldered seams not less than one inch wide Overlap seams not soldered not less than 3 inch 3 153573 Loose Lock Expansion Seams Not less than 3 inch wide provide minimum one inch movement within the joint Completely fill the joints with the specified sealant applied at not less than 1 8 inch thick bed 3215554 Flat Seams Make seams in the direction of the flow 316 Soldering Where soldering is specified apply to stainless steel items Pretin edges SECTION 07 60 00 Page 4 NSA 03 NAS CSS FIRE PUMP R
519. quick and easy removal and re installation by maintenance personnel Flange Bolts Nuts Bolts and nuts for pipe f shall conform to ASME B18 and Washers langes flanged fittings valves and accessories 2 1 and ASME B18 2 2 except as otherwise specified Bolts shall be regul lar hexagonal type Bolts shall be threaded in accordance with ASME B 1 c SECT O ass 2A fit Coarse Thread Series for sizes 33 52 10 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 inch and smaller and Eight Pitch Thread Series for sizes larger than 1 inch Nuts shall be the hexagonal heavy series type Nuts shall be threaded in accordance with ASME B1 1 Class 2B fit Coarse Thread Series for sizes 1 inch and smaller and Eight Pitch Thread Series for sizes larger than 1 inch Bolts shall be of sufficient length to obtain full bearing on the nuts and shall project no more than two full threads beyond the nuts with the bolts tightened to the required torque 2 24 bud Stainless Steel Materials Bolts shall conform to ASTM A193 A193M Class 2 Grade 8 Nuts shall conform ASTM A194 A194M Grade 8 Washers shall conform to ASTM F436 flat circular 2 52 45 2 Carbon Steel Materials Bolts shall conform to ASTM A307 Grade B hot dipped galvanized Nuts
520. quipped with a bourdon tube pressure switch or a solid state pressure switch with independent high and low adjustments for automatic starting and stopping sensing line shall be provided connected to the pressure maintenance pump discharge piping between the control valve and the check valve The sensing line shall conform to paragraph PRESSURE SENSING LINE The sensing line shall be completely separate from the fire pump sensing lines An adjustable run timer shall be provided to prevent frequent starting and stopping of the pump motor The run timer shall be set for 2 minutes 212 DIESEL FUEL SYST I M EXTERNAL TO ENGINE Entire fuel system shall be packaged on the fire pump skid Fuel system shall be provided that meets all requirements and advisory provisions of NFPA 20 and NFPA 37 The fuel tank vent piping shall be equipped with Screened weatherproof vent cap Vents shall be extended to the outside Each tank shall be equipped with a fuel level gauge Flexible bronze or stainless steel piping connectors with single braid shall be provided at each piping connection to the diesel engine Supply return and fill piping shall be steel piping except supply and return piping may be copper tubing Fuel lines shall be protected against mechanical damage Fill line shall be equipped with 16 mesh removable wire screen Fill lines shall be extended to the
521. quired Design bracing to resist wind pressure as required by local codes Forms and shores shall be sufficiently rigid to prevent deflections which may result in cracking or other damage to supported masonry and sufficiently tight to prevent leakage of mortar and grout Supporting forms and shores shall not be removed in less than 10 days 2229 Reinforced Concrete Masonry Units Walls Where vertical reinforcement occurs fill cores solid with grout Lay units in such a manner as to preserve the unobstructed vertical continuity of cores to be filled Embed the adjacent webs in mortar to prevent leakage of grout Remove mortar fins protruding from joints before placing grout Minimum clear dimensions of vertical cores shall be 2 by 3 inches Position reinforcing accurately as indicated before placing grout As masonry work progresses secure vertical reinforcing in place at vertical intervals not to exceed 160 bar diameters Use puddling rod or vibrator to consolidate the grout Minimum clear distance between masonry and vertical reinforcement shall be not less than 1 2 inch Unless indicated or specified otherwise form splices by lapping bars not less than 40 bar diameters and wire tying them together 4243 Concrete Masonry Units Units in piers pilasters columns starting courses on footings solid foundation walls lintels and beams and where cells are to be filled with grout shall be full bedded in mortar u
522. r caps shall be provided Disconnection of the supply piping at the fixture is an acceptable drain 3 1 1 6 Thrust Restraint Plugs caps tees valves and bends deflecting 11 25 degrees or more either vertically or horizontally in waterlines 4 inches in diameter or larger shall be provided with thrust blocks where indicated to prevent movement Thrust blocking shall be concrete of a mix not leaner than 1 cement 2 1 2 sand 5 gravel and having a compressive strength of not less than 2000 psi after 28 days Blocking shall be placed between solid ground the fitting to be anchored Unless otherwise indicated or directed the base and thrust bearing sides of the thrust block shall be poured against undisturbed earth The side of the thrust block not subject to thrust shall be poured against forms The area of bearing will be as SECTION 22 00 00 Page 17 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J shown Blocking shall be placed so that the joints of the fitting are accessible for repair Steel rods and clamps protected by galvanizing or by coating with bituminous paint shall be used to anchor vertical down bends into gravity thrust blocks 1 2 Joints Installation of pipe and fittings shall be made in accordance with the manufacturer s recommendations Mitering of joints for elbows and
523. r supply to the building shall be tested separately to ensure that any lead contamination found during potable water system testing is due to work being performed inside the building 3 2 4 Operational Test Upon completion of flushing and prior to disinfection procedures the Contractor shall subject the plumbing system to operating tests to demonstrate satisfactory installation connections adjustments and functional and operational efficiency Such operating tests shall cover a period of not less than 8 hours for each system and shall include the following information in a report with conclusion as to the adequacy of the system a Time date and duration of test b Water pressures at the most remote and the highest fixtures c Operation of each fixture and fixture trim d Operation of each valve hydrant and faucet e Pump suction and discharge pressures f Temperature of each domestic hot water supply g Operation of each floor and roof drain by flooding with water h Operation of each vacuum breaker and backflow preventer SECTION 22 00 00 Page 25 5 55 FIRE PUMP REPLACEMENT BUILD i Complete operation of each water pressure booster system NG 9 KUNIA TUNNEL pump start pressure and stop pressure j Compressed air readings at each compressor and at each outlet indicating instrument shall be read at 1 2 hour of the
524. r that conforms to ASTM F1172 except as modified herein Meter shall indicate the fuel oil flow rate in gpm Meter shall be provided with overspeed protection and a water escape hole If meter is not mounted in line with the piping then an appropriate pedestal for mounting shall be provided Install meter in accordance with manufacturer s recommendations Meter shall be capable of providing a 4 20 mA analog output signal for the fuel flow rate 244225 Vent Provide atmospheric updraft type shall be constructed of aluminum or carbon steel Cap shall have an internal brass or bronze insect screen minimum 40 mesh Cap shall prevent rain snow or ice from entering the vent piping 2 5 GENERAL VALVES Provide valves that meet the material fabrication and operating requirements of ASME B31 3 except as modified herein Valves shall have flanged end connections and conform to ASME B16 34 Class 150 except as modified herein Provide stainless steel stem and trim for each valve Valves shall have a weatherproof housing Seats body seals and stem seals shall be Viton or Buna N a Carbon Steel Piping Provide valves with bodies bonnets and covers constructed of cast steel conforming to ASTM A216 A216M b Stainless Steel Piping Provide valves with bodies bonnets and covers constructed of stainless steel conforming to ASTM A743 A743M Type 304 or 316 or cast
525. r two marking strips shall be furnished with each block Marking strips shall accommodate the two sets of wire numbers Each device to which a connection is made shall be assigned a device designation in accordance with NEMA ICS 1 and each device SECTION 26 20 00 Page 18 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J terminal to which a connection is made shall be marked with a distinct terminal marking corresponding to the wire designation used on the Contractor s schematic and connection diagrams The wire terminal point designations used on the Contractor s wiring diagrams and printed on terminal block marking strips may be according to the Contractor s standard practice however additional wire and cable designations for identification of remote external circuits shall be provided for the Government s wire designations Prints of the marking strips drawings submitted for approval will be so marked and returned to the Contractor for addition of the designations to the terminal strips and tracings along with any rearrangement of points required 252157 Splices Make splices in accessible locations Make splices in conductors No 10 AWG and smaller diameter with insulated pressure type connector Make splices in conductors No 8 AWG and larger diameter with solderless connector and cover with insulation material
526. racing for systems that are required to be protected against damage from earthquakes AND HANDLING All equipment delivered and placed in storage shall be housed in a manner to preclude any damage from the weather humidity and temperature variations dirt and dust or other contaminants Additionally all pipes shall either be capped or plugged until installed 6 EXTRA MATERIALS Submit spare parts data for each different item of material and equipment specified The data shall include a complete list of parts and supplies with current unit prices and source of supply and a list of parts recommended by the manufacturer to be replaced after 1 year and 3 years of service Include a list of special tools and test equipment required for maintenance and testing of the products supplied PART 2 PRODUCTS 2a 2 2 3 REQUIREMENTS FOR FIRE PROTECTION SERVICE 1 STANDARD PRODUCTS Provide materials and equipment which are standard products of a manufacturer regularly engaged in the manufacture of such products and that essentially duplicate items that have been in satisfactory use for at least 2 years prior to bid opening 22 NAMEPLATES All equipment shall have a nameplate that identifies the manufacturer s name address type or style model or serial number and catalog number Pr
527. ral Aluminum ASTM 2010 Voluntary Specification for Standard Specification for Aluminum and Aluminum Alloy Sheet and Plate 2008 and Aluminum Alloy Extruded Bars Wire Profiles SUBMITTALS and Tubes Standard Specification for Aluminum Rods Government approval is required for submittals with a G designation submittal used a designation following the G designatio that will review the submittal for the Governmen submitted in accordance with Section 01 33 00 SU ON 08 91 00 ECT Page ls not having a G designation are for information only n identifies the office The following shall be When BM 2 TAL PROC EDUR ES NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 23 DELIVERY STORAGI 25 COLOR SAMPLI SD 02 Shop Drawings Wall louvers SD 03 Product Data Metal Wall Louvers SD 04 Samples Wall louvers AND PROTECTION Deliver materials to the site an undamaged condition Carefully store materials off the ground to provide proper ventilation drainage and protection against dampness Louvers shall be free from nicks scratches and blemishes Replace defective or damaged materials with new 4 DETAIL DRAWINGS Show all information neces
528. ration instructions shall include preventative maintenance procedures methods of checking the system for normal and safe operation and procedures for safely starting and stopping the system Frame under glass or laminated plastic the framed instructions and post where directed by the Contracting Officer Post the framed instructions before the system performance tests 3 2 PIPE HANGERS AND SUPPORTS Install hangers with a maximum spacing as defined in Table 1 below except where indicated otherwise In addition to meeting the requirements of Table 1 provide additional hangers and supports where concentrated piping SECTION 33 52 10 Page 24 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J loads exist e g valves Table 1 Maximum Hanger Spacing Nominal Pipe One and Size Inches Under 1 5 2 3 4 6 8 10 12 Maximum Hanger Spacing ft 7 9 10 12 14 17 19 22 23 4242 Seismic Requirements Support and brace piping and attach valves to resist seismic loads as specified under 13 48 00 00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT and as shown on the drawings Structural steel required for reinforcement to properly support piping headers and equipment but not shown shall be provided under this section 2249 Structural Attachments Provide attachments
529. rcent outside air 24 hours a day b Supply airflow at a rate of 6 air changes per hour when outside 1 8 zx temperatures are between 60 degrees F and 84 degrees F and humidity is between 30 percent and 60 percent Supply airflow at a rate of 1 5 air changes per hour when outside air conditions are not within the range stipulated above Submittals for Environmental Performance Provide data indication the percentage of post industrial pozzolan fly ash blast furnace slag cement substitution as a percentage of the full product composite by weight Provide data indicating the percentage of post industrial and post consumer recycled content aggregate Provide product data indicating the percentage of post consumer recycled Steel content in each type of steel reinforcement as a percentage of the full product composite by weight Provide product data stating the location where all products were manufactured For projects using FSC certified formwork provide chain of custody documentation for all certified wood products For projects using reusable formwork provide data showing how formwork is reused Provide MSDS product information data showing that form release agents meet any environmental performance goals such as using vegetable and Soy based products Provide MSDS product information data showing that concrete adhesives meet any environmental performance goals including low emitting low vo
530. rcial or industrial use for 2 years prior to bid opening The 2 year period shall include applications of equipment and materials under similar circumstances and of similar size The product shall have been on sale on the commercial market through advertisements manufacturers catalogs or brochures during the 2 year period Where two or more items of the same class of equipment are required these items shall be products of a single manufacturer however the component parts of the item need not be the products of the same manufacturer unless stated in this section 1 4 3 1 Alternative Qualifications Products having less than a 2 year field service record will be acceptable if a certified record of satisfactory field operation for not less than 6000 hours exclusive of the manufacturers factory or laboratory tests is furnished 1 4 3 2 Material and Equipment Manufacturing Date Products manufactured more than 3 years prior to date of delivery to site shall not be used unless specified otherwise 125 equipment items shall be supported by service organizations which are reasonably convenient to the equipment installation in order to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract 1 26 SEISMIC REQUIREMENTS Seismic details shall conform to Section 26 05 48 00 10 SEISMIC PROTECTION FOR ELECT
531. rd Specification for Copper Sheet and Strip for Building Construction 2010 Standard Specification for Liquid and Paste Fluxes for Soldering of Copper and Copper Alloy Tube 2009 Standard Specification for Seamless Copper Water Tube 2011 Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings 2005 Standard Specification for Page 5 NAS CSS FIRE PUMP R ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM NSA 03 I D2000 D2235 D2564 D2822 D2822M D2855 D3122 D3138 D3139 D3212 1 2389 477 493 BU LDING 9 KUNIA TUNNEL OAHU HI RJ000081J Polyethylene Plastics Extrusion Materials for Wire and Cable 2012 Standard Classification System for Rubber Products in Automotive Applications 2004 R 2011 Standard Specification for Solvent Cement for Acrylonitrile Butadiene Styrene ABS Plastic Pipe and Fittings 2004 R 2009e1 Standard Specification for Solvent Cements for Poly Vinyl Chloride PVC Plastic Piping Systems 2005e1 R 2011 Asphalt Roof Cement 1996 R 2010 Standard Practice for Making Solvent Cemented Joints with Poly Vinyl Chloride PVC Pipe and Fittings 1995 R 2009 Solvent Cements for Styrene Rubber SR Plastic Pipe and Fittings 2004 R 2011 Solvent Cements for Transition Joints Between Ac
532. re transport and dispose lead or lead contaminated waste in accordance with 40 CFR 260 40 CFR 261 40 CFR 262 40 CFR 263 40 CFR 264 and 40 CFR 265 Comply with land disposal restriction notification requirements as required by 40 CFR 268 3435 2 Disposal Documentation Submit written evidence to demonstrate the hazardous waste treatment storage or disposal facility TSD is approved for lead disposal by the EPA State or local regulatory agencies Submit one copy of the completed hazardous waste manifest signed and dated by the initial transporter in accordance with 40 CFR 262 Contractor shall provide a certificate that the waste was accepted by the disposal facility Provide turn in documents or weight tickets for non hazardous waste disposal 3 053252 Payment for Hazardous Waste Payment for disposal of hazardous and non hazardous waste will not be made until a signed copy of the manifest from the treatment or disposal facility certifying the amount of lead containing materials or non hazardous waste delivered is returned and a copy is furnished to the Government End of Section SECTION 02 83 13 00 20 Page 16 5 55 PART 1 OP WNP R E PUMP R NSA 03 RJ000081J EPLACE NG 9 KUNIA TUNNEL OAHU HI BLE OF CONTENTS ECT ON TA ON 03 CONCRETE VIS
533. red during pull 23145 Cable Installation Plan Submit a cable installation plan for all cable pulls in accordance with the detail drawings portion of paragraph SUBMITTALS Cable installation plan shall include a Site layout drawing with cable pulls identified in numeric order of expected pulling sequence and direction of cable pull b List of cable installation equipment SECTION 33 70 02 00 10 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J c Lubricant manufacturer s application instructions d Procedure for resealing cable ends to prevent moisture from entering cable e Cable pulling tension calculations of all cable pulls f Cable percentage conduit fill g Cable sidewall thrust pressure h Cable minimum bend radius and minimum diameter of pulling wheels used i Cable jam ratio j Maximum allowable pulling tension on each different type and size of conductor k Maximum allowable pulling tension on pulling device 3 3 2 Duct Line Cables shall be installed in duct lines where indicated Neutral and grounding conductors shall be installed in the same duct with their associated phase conductors 3 4 DUCT LINES 3 41 Requirements Numbers and sizes of ducts shall be as indicated Duct lines shall be la
534. rete anchors shall conform to ASTM A307 Grade C hot dipped galvanized 272 Bolts and Studs Carbon steel bolts and studs shall conform to ASTM A307 Grade B hot dipped galvanized Stainless steel bolts and studs shall conform to ASTM A193 A193M Class 2 Grade 8 733 Nuts Carbon steel nuts shall conform to ASTM A563 Grade A hex style hot dipped galvanized Stainless steel nuts shall conform to ASTM A194 A194M Grade 8 7 4 Washers Provide flat circular washers under each bolt head and each nut Washer materials shall be the same as the connecting bolt and nut Carbon steel washers shall conform to ASTM F844 hot dipped galvanized Stainless steel washers shall conform to ASTM A194 A194M Grade 8 27 5 Polytetrafluoroethylene PTFE Tape Tape shall conform to ASTM D3308 SECTION 33 52 10 Page 19 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 7 6 Pipe Sleeves Provided sleeves constructed of hot dipped galvanized steel ductile iron or cast iron pipe Standard weight EV Buried Utility Tape Provide detectable aluminum foil plastic backed tape or detectable magnetic plastic tape for warning and identification of buried piping Tape shall be detectable by an electronic detection instrument Provide tape in minimum 3 inches width rolls color coded for the utility involved with warning
535. rfaces Provide finished surfaces free from runs drops ridges waves laps brush marks and variations in colors d Thermosetting Paints Topcoats over thermosetting paints epoxies SECTION 09 90 00 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J urethanes should be applied within the overcoating window recommended by the manufacturer 3 52 Mixing and Thinning of Paints Reduce paints to proper consistency by adding fresh paint except when thinning is mandatory to suit surface temperature weather conditions application methods or for the type of paint being used Obtain written permission from the Contracting Officer to use thinners The written permission shall include quantities and types of thinners to use When thinning is allowed paints shall be thinned immediately prior to application with not more than 1 pint of suitable thinner per gallon The use of thinner shall not relieve the Contractor from obtaining complete hiding full film thickness or required gloss Thinning shall not cause the paint to exceed limits on volatile organic compounds Paints of different manufacturers shall not be mixed 34 5 3 Two Component Systems Two component systems shall be mixed in accordance with manufacturer s instructions Any thinning of the first coat to ensure proper penetration and sealing shall be as recommended by the manufacturer
536. rk in a clean and neat condition End of Section SECTION 07 92 00 Page 6 TUNNEL OAHU Model NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNI SECTION TABLE OF CONT DIVISION 08 OP SECTION 08 11 13 STEEL DOORS AND FRAMI PART 1 GENERAL 121 REFERENCES SUBMITTALS 1 3 DELIVERY STORAGE AND HANDLING PART 2 PRODUCTS 2 1 STANDARD STEEL DOORS 2 244 Classification Level Performance 251 15 Heavy Duty Doors 2 2 ACCESSORIES 2229 jiouvers 24 2 1 Exterior Louvers 222 Astragals 2 2 3 Moldings 2 3 INSULATION CORES 2 4 STANDARD STEEL FRAMES 24 Welded Frames 2 4 2 Stops 2441 3 Anchors 2 4 3 1 Wall Anchors 2 4 3 2 Floor Anchors 2 5 WEATHERSTRIPPING 2 6 HARDWARE PREPARATION 2 7 FINISHES ack Hot Dip Zinc Coated and Factory Primed Finish 2 8 FABRICATION AND WORKMANSHIP PART 3 EXECUTION 3 1 INSTALLATION 222 21 Frames 35152 Doors 35 2 PROTECTION 3 3 CLEANING End of Section Table of Contents SECT ON 08 11 13 NSA 03 RJ000081J NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL O
537. rmers and switches in accordance with the manufacturer s requirements Wood poles held in storage for more than 2 weeks shall be stored in accordance with ATIS ANSI 05 1 Handle wood poles in accordance with ATIS ANSI 05 1 except that pointed tools capable of producing indentations more than 1 inch in depth shall not be used Metal poles shall be handled and stored in accordance with the manufacturer s instructions 1 6 EXTRA MATERIALS One additional spare fuse or fuse element for each furnished fuse or fuse element shall be delivered to the contracting officer when the electrical system is accepted Two complete sets of all special tools required for maintenance shall be provided complete with a suitable tool box Special tools are those that only the manufacturer provides for special purposes to access compartments or operate adjust or maintain special parts PART 2 PRODUCTS 2 1 STANDARD PRODUCT Provide material and equipment which are the standard product of a manufacturer regularly engaged in the manufacture of the product and that essentially duplicate items that have been in satisfactory use for at least 2 years prior to bid opening Items of the same classification shall identical including equipment assemblies parts and components a Submit a complete itemized listing of equipment and materials proposed for incorpor
538. rnment will remove furniture and equipment from the building before lead work begins Heating Ventilating and Air Conditioning HVAC Systems Shut down lock out and isolate HVAC systems that supply exhaust or pass through the lead control areas Seal intake and exhaust vents in the lead control area with 6 mil plastic sheet and tape Seal seams in HVAC components that pass through the lead control area 3228 Decontamination Shower Facility Provide clean and contaminated change rooms and shower facilities in accordance with this specification and 29 CFR 1926 62 3 1 1 6 Eye Wash Station Where eyes may be exposed to injurious corrosive materials suitable facilities for quick drenching or flushing of the eyes shall be provided within the work area 3 1 39 27 Mechanical Ventilation System a To th xtent feasible use local exhaust ventilation or other collection systems approved by the CP Local exhaust ventilation systems shall be evaluated and maintained in accordance with 29 CFR 1926 62 b Vent local exhaust outside the building and away from building ventilation intakes or ensure system is connected to HEPA filters C Use locally exhausted power actuated tools or manual hand tools 3 1 1 8 Personnel Protection Personnel shall wear and use protective clothing and equipment as specified herein Eating smoking or drinking or application of cosmetics is not permitted in the lead control area No
539. roplated 252 23 Flanges Flanges shall be ASME B16 5 Class 150 flanges Flanges shall be provided at valves connections to equipment and where indicated Gaskets Gaskets shall be AWWA C111 A21 11 cloth inserted red rubber gaskets 9 Bolts Bolts shall be ASTM A449 Type 1 Bolts shall extend no less than three full threads beyond the nut with bolts tightened to the required torque Nuts Nuts shall be ASTM A194 A194M Grade 7 ox da Washers Washers shall meet the requirements of ASTM F436 Flat circular washers shall be provided under all bolt heads and nuts Div Piping Sizes 2 inches and Smaller aD 2a Steel Pipe Steel piping shall be ASTM A795 A795M Weight Class STD Standard Schedule 40 Type E or Type S Grade A zinc coated steel pipe with threaded end connections Fittings shall be ASME B16 3 Class 150 zinc coated threaded fittings Unions shall be ASME B16 39 Class 150 zinc coated unions Welded Fittings are specifically prohibited 5 2 2 Copper Tubing Copper tubing shall be ASTM B88 Type L or K soft annealed Fittings shall be ASME 16 26 flared joint fittings Pipe nipples shall ASTM B42 copper pipe with threaded end connections 254 3 Pipe Hangers and Supports Pipe hangers and support shall be UL listed UL Fire Prot Dir or FM approved FM APP GUIDE and shall be the adjustable type Finish of rods nuts washers hangers and supports s
540. ropriate mounting hardware as required by its mounting location Detectors which mount in open space shall be mounted directly to the end of the stubbed down rigid conduit drop Conduit drops SECTION 28 31 64 00 10 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J shall be firmly secured to minimize detector sway Where length of conduit drop from ceiling or wall surface exceeds 3 feet sway bracing shall be provided Detectors installed in concealed locations above ceiling raised floors etc shall have a remote visible indicator LED LCD in a finished visible location 2 4 Notification Appliances Notification appliances shall be mounted 80 inches above the finished floor or 6 inches below the ceiling whichever is lower 25 Annunciator Equipment Annunciator equipment shall be mounted where indicated on the drawings 22 6 Addressable Initiating Device Circuits Module The initiating device circuits module shall be used to connect supervised conventional initiating devices water flow switches water pressure switches manual fire alarm stations high low air pressure switches and tamper switches The module shall mount in an electrical box adjacent to or connected to the device it is monitoring and shall be capable of Style B supervised wiring to the initiating device In ord
541. rotection against moisture infiltration and absorption Remove the temporary seals completely when work resumes Provide temporary ballast on the roofing as necessary to prevent wind damage to the elastomeric sheet 17 Phased construction roofing purposely interrupted for a period to permit other work and trafficking over the membrane shall not be permitted a At the end of the day s work all incomplete roofing shall be protected using a water cut off Embed edge of membrane in water cutoff mastic Provide compression at this point b Water cut off shall be removed before continuing installation of the roofing system i Flashing Install flashing as roofing sheets are installed in SECTION 07 52 25 Page 12 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 35 accordance with printed instructions of the elastomeric sheet manufacturer Extend base flashing not less than 8 inches above roofing surface Completely adhere flashing sheets in place Use prefabricated pipe seals at pipe penetrations where possible 4 INSTALLATION OF ADJOINING WORK Unless otherwise shown on the plans all adjoining work shall be done in accordance with the specifications and details of the manufacturer of the roofing assembly being used The Contractor shall coordinate the Roofer s installation and any work that requires
542. roval of fly ash and pozzolan test results must be within 6 months of submittal date Obtain acknowledgement of receipt prior to concrete placement SECTION 03 30 00 Page 9 NAS CSS FIRE PUMP R 1 Calculations SD 06 Test Reports Concrete mix design G Fly ash Pozzolan NSA 03 EPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Ground granulated blast furnace slag Aggregates Compressive strength tests Slump SD 07 Certificates Curing concrete elements Pumping concrete Form removal schedule VOC Content for form release agents curing compounds and concrete penetrating sealers Material Safety Data Sheets SD 08 Manufacturer s Instructions Fly ash Ground granulated blast furnace slag Welding Procedures must be in accordance with AWS D1 4 D1 4M paragraph entitled the paragraph entitled of this section and number service Submit mill certificates for Steel Bar according to the Fabrication of this section Provide certificates for concrete that are in accordance with date Classification and Quality of Concrete Provide certificates that contain project name name of Contractor name of concrete testing Source of concrete aggregates material manufacturer brand name of manufactured materials material name values as specified for each material and test results Provide certific
543. rs Where several feeders pass through common pull box tag feeders to indicate clearly electrical characteristics circuit number and panel designation 3 155 Mounting Heights Mount panelboards enclosed circuit breakers and disconnecting switches so height of operating handle at its highest position is maximum 78 inches above floor Mount lighting switches 48 inches above finished floor Mount receptacles 18 inches above finished floor unless otherwise indicated Mount other devices as indicated Measure mounting heights of wiring devices and outlets in non hazardous areas to center of device or outlet Measure mounting heights of receptacle outlet boxes in the hazardous area to the bottom of the outlet box 3 1 6 Conductor Identification Provide conductor identification within each enclosure where tap splice or termination is made For conductors No 6 AWG and smaller diameter color coding shall be by factory applied color impregnated insulation For conductors No 4 AWG and larger diameter color coding shall be by plastic coated self sticking markers colored nylon cable ties and plates or heat shrink type sleeves 3 1 6 1 Marking Strips White or other light colored plastic marking strips fastened by screws to each terminal block shall be provided for wire designations The wire numbers shall be made with permanent ink The marking strips shall be reversible to permit marking both sides o
544. rylonitrile Butadiene Styrene ABS and Poly Vinyl Chloride PVC Non Pressure Piping Components 1998 R 2011 Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals 2007 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals 2007 Standard Specification for ASTM Liquid in Glass Thermometers 2010 Standard Specification for Pressure rated Polypropylene PP Piping Systems 2010 Standard Specification for Elastomeric Seals Gaskets for Joining Plastic Pipe 2010 Solvent Cements for Chlorinated Poly Vinyl Chloride CPVC Plastic Pipe and Fittings CAST IRON SOIL PIPE INSTITUTE CISPI 310 SECT 2011 Coupling for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain Waste and ON 22 00 00 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J P I Vent Piping Applications COPPER DEVELOPMENT ASSOCIATION CDA CDA A4015 1994 R 1995 Copper Tube Handbook INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS IAPMO PS 117 2005 Press Type Or Plain End Rub Gasketed W Nail CU amp CU Alloy Fittings 4 Install On CU Tubing INTERNATIONAL CODE COUNCIL ICC 2 2009 International Plumbing Code INTERNATIONAL SAFETY EQU
545. s when required to suspend the connectors shall be of the type recommended by the flexible pipe connector manufacturer and shall be provided at the intervals recommended 341220 Bellows Expansion Joints Cold set joints to compensate for the temperature at the time of installation Provide initial alignment guides on the connecting piping no SECTION 33 52 10 Page 23 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J more than 4 pipe diameters from the expansion joint Provide additional alignment guides on the connecting piping no more than 14 pipe diameters from the first guide 11 Thermometers Provide thermometers with separable sockets Install separable sockets in pipe lines in such a manner to sense the temperature of flowing fluid and minimize obstruction to flow 33 1 12 Pipe Sleeves Provide a pipe sleeve around any pipe that penetrates a wall floor or crosses under a roadway Do not install sleeves in structural members except where indicated or approved Install pipe sleeves in masonry structures at the time of the masonry construction Sleeves shall be of such size as to provide a minimum of 1 2 inch all around clearance between bare pipe and the sleeve Align sleeve and piping such that the pipe is accurately centered within the sleeve by a nonconductive centering element Securely
546. s GW GP SW or SP by ASTM D2487 where indicated The liquid limit of such material shall not exceed 35 percent when tested in accordance with ASTM D4318 The plasticity index shall not be greater than 12 percent when tested in accordance with ASTM D4318 and not more than 35 percent by weight shall be finer than No 200 sieve when tested in accordance with ASTM D1140 2 UTILITY BEDDING MATERIAL Except as specified otherwise in the individual piping section provide bedding for buried piping in accordance with AWWA C600 Type 4 except as specified herein Backfill to top of pipe shall be compacted to 95 percent of ASTM D698 maximum density Plastic piping shall have bedding to spring line of pipe Provide ASTM D2321 materials as follows a Class I Angular 0 25 to 1 5 inches graded stone including a number of fill materials that have regional significance such as coral slag cinders crushed stone and crushed shells b Class II Coarse sands and gravels with maximum particle size of 1 5 inches including various graded sands and gravels containing small percentages of fines generally granular and noncohesive either wet or dry Soil Types GW GP SW and SP are included in this class as specified in ASTM D2487 SECTION 31 23 00 00 20 Page 6 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU
547. s and posted beside the diagrams The framed instructions shall be posted before acceptance testing of the systems 5 TABLES SECTION 22 00 00 Page 27 5 55 FIRE PUMP REPLACEMENT BUILDING 9 STANDAR FUEL A STORA lect lect lect lect Ez lect Heat Pump Gas Gas Gas Oil Oil B Unfired Hot Water Storage STORAGE CAPACITY GALLONS 60 max 60 min 20 min 20 min 50 max 20 min 1 000 Btu h 1 max 20 min 4 000 Btu h 1 max GE WATER HEATERS TABLE III D RATING CONDITIONS AND MINIMU INPUT RATING TEST 12 kW max 12 kW max 24 Amps or less and 250 Volts or less 75 000 Btu h max 75 000 Btu h 105 000 Btu h max 105 000 Btu h min Instantaneous Water Heater Gas Gas 4 000 btu h 1 and 2 gal max 4 000 btu h gal and 2 gal max 50 000 Btu h min 200 000 Btu h max 200 000 Btu h min SECTION 22 00 00 PROCEDURE 10 CFR 430 10 CFR 430 10 CFR 430 ANSI 721 10 3 Addenda B 10 CFR 430 10 CFR 430 10 CFR 430 ANSI 721 10 3 10 CFR 430 ANSI 721 10 3 R 12 5 min 10 CFR 430 ANSI Z221 10 3 1 KUNIA TUNNEL OAHU HI NSA 03 RJ000081J PERFORMANCE RATINGS FOR WATER HEATING EQUIPMENT REQUIRED PERFORMANCE zj Il 0 93
548. s from the contract drawings however minor The as built drawings shall be a full sized set of prints marked to reflect deviations modifications and changes The as built drawings shall be complete and show the location size dimensions part identification and other information Additional sheets may be added The as built drawings shall be jointly inspected for accuracy and completeness by the Contractor s quality control representative and by the Contracting Officer prior to the submission of each monthly pay estimate Upon completion of the sized sets of the marked prints to the Contracting If upon review the as built drawings are found to omissions they will be returned to the Contractor SECTION 33 70 02 00 10 Page work provide three full Officer for approval contain errors and or for correction Correct NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J and return the as built drawings to the Contracting Officer for approval within 10 calendar days from the time the drawings are returned to the Contractor 1 5 DELIVERY STORAGE AND HANDLING Visually inspect devices and equipment when received and prior to acceptance from conveyance Protect stored items from the environment in accordance with the manufacturer s published instructions Damaged items shall be replaced Store oil filled transfo
549. s have elapsed and prior to invoicing for final payment 3 9 PAINT TABLES All DFT s are minimum values Acceptable products are listed in the MPI Green Approved Products List available at http www specifygreen com APL ProductIdxByMPInum asp 3 9 1 EXTERIOR PAINT TABLES DIVISION 3 EXTERIOR CONCRETE PAINT TABLE A and uncoated existing concrete vertical surfaces including undersides of balconies and soffits but excluding tops of slabs 1 Latex New MPI EXT 3 1A G6 Gloss Primer Intermediate Topcoat MPI 119 MPI 119 MPI 119 SECTION 09 90 00 Page 16 5 55 FIRE PUMP REPLACEMENT DIVISION 3 System Primer as surfaces BUILD NG 9 EXTER DFT OR CONCRETE 3 5 mils PA NT TABLE recommended by manufacturer DIVIS ON 4 EXTER OR CONCRETE MASONRY UNI Topcoat KUNIA TUNNEL OAHU HI A New concrete masonry on uncoated surface 1 Latex New MP Block F MPI 4 System Topcoat DIVIS EXT 4 2A G6 iller DFT 11 mil Gloss Primer N A s Intermediate MPI 119 Coating to match adjacent surfaces ION 5 EXTERIOR METAL STEEL FERROU
550. s indicate that the concrete has gained sufficient strength to support its weight and superimposed loads Prevent concrete damage during form removal Clean all forms immediately after removal 3 3 10 1 Special Requirements for Reduced Time Period Forms may be removed earlier than specified if ASTM C39 C39M test results of field cured samples from a representative portion of the structure indicate that the concrete has reached a minimum of 85 percent of the design strength 3 4 FORMED SURFACI T 5 E 3 4 1 Preparation of Form Surfaces Coat contact surfaces of forms with form coating compound before reinforcement is placed Provide a commercial formulation form coating compound that does not bond with stain nor adversely affect concrete surfaces and impair subsequent treatment of concrete surfaces that entails bonding or adhesion nor impede wetting of surfaces to be cured with water or curing compounds Do not allow excess form coating compound to stand in puddles in the forms nor to come in contact with concrete against which fresh concrete is placed Make thinning of form coating compound with thinning agent of the type in the amount and under the conditions recommended by form coating compound manufacturer s printed or written directions 2 2422 Tolerances ACI MCP 4 and as indicated 3201 3 As Cast Form Provide form facing material producing a smooth hard uniform texture on the co
551. s must be copper Furnish sheet metal items in 8 to 10 foot lengths Single pieces less than 8 feet long may be used to connect to factory fabricated inside and outside corners and at ends of runs Factory fabricate corner pieces with minimum 12 inch legs Provide accessories and other items essential to complete the sheet metal installation Provide accessories made of the same or compatible materials as the items to which they are applied Fabricate sheet metal items of the materials specified below and to the gage thickness or weight shown in Table I at the end of this section Provide sheet metal items with mill finish unless specified otherwise Where more than one material is listed for a particular item in Table I each is acceptable and may be used except as follows cb Exposed Sheet Metal Items Must be of the same material Consider the following as exposed sheet metal gutters including hangers downspouts roof edge flashings and related accessories 1 2 Stainless Steel ASTM A167 Type 302 or 304 2D Finish fully annealed dead soft temper 1 3 1 ASTM B32 95 5 tin antimony PART 3 EXECUTION 33 INSTALLATION E Workmanship Make lines and angles sharp and true Free exposed surfaces from visible wave warp buckle and tool marks Fold back exposed edges neatly to form a 1 2 inch hem on the concealed side sheet metal exposed to the we
552. s pumps tanks and meters from the piping system during the testing Do not exceed the pressure rating of any component in the piping system during the testing Following satisfactory completion of each test relieve the test pressure and seal the pipe immediately Piping to be installed underground shall not receive field applied exterior coatings at the joints or be covered by backfill until the piping has passed the final pneumatic tests described herein ac ane Dt E Exterior Coating Holiday Test Following installation test the exterior coating of direct buried piping for holidays using high voltage spark testing in accordance with NACE SP0188 Repair holidays and retest to confirm holiday free coating Text shall SECTION 33 52 10 Page 25 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J include all existing underground piping exposed for this project 30 222 Preliminary Pneumatic Test Apply a 25 psig pneumatic test to product piping Maintain the pressure while soapsuds or equivalent materials are applied to the exterior of the piping While applying the soapsuds visually inspect the entire run of piping including the bottom surfaces for leaks bubble formations If leaks are discovered repair the leaks accordingly and retest 3 3 1 3 Final Pneumatic Test Fol
553. s shall be tooled last Joints shall be brushed to remove all loose and excess mortar Mortar joints shall be finished as follows 22 316 Tooled Joints Joints in exposed exterior and interior masonry surfaces shall be tooled slightly concave Joints shall be tooled with a jointer slightly larger than the joint width so that complete contact is made along the edges of the unit Tooling shall be performed so that the mortar is compressed and the joint surface is sealed Jointer of sufficient length shall be used to obtain a straight and true mortar joint 2 7 Joint Widths Joint widths shall be as follows sul Concrete Masonry Units Concrete masonry units shall have 3 8 inch joints except for prefaced concrete masonry units 2 8 Embedded Items Fill spaces around built in items with mortar Point openings around flush mount electrical outlet boxes in wet locations with mortar Embed anchors ties wall plugs accessories flashing pipe sleeves and other items required to be built in the masonry work progresses Fully embed anchors ties and joint reinforcement in the mortar Fill cells receiving anchor bolts and cells of the first course below bearing plates with grout 2 9 Unfinished Work Step back unfinished work for joining with new work Toothing may be resorted to only when specifically approved Remove loose mortar and thoroughly clean the exposed joints before laying
554. sary for fabrication and installation of wall louvers Indicate materials sizes thicknesses fastenings and profiles S Colors of finishes for wall louvers shall closely approximate colors indicated Where color is not indicated submit the manufacturer s standard colors to the Contracting Officer for selection PART 2 PRODUCTS 2 2 2 L MATERIALS Lyi Aluminum Sheet ASTM B209 alloy 3003 or 5005 with temper as required for forming 2132 Extruded Aluminum ASTM B221 alloy 6063 T5 or T52 2 METAL WALL LOUVERS Weather resistant type with bird screens and made to withstand a wind load of not less than 30 pounds per square foot Wall louvers shall bear the AMCA certified ratings program seal for air performance and water penetration in accordance with AMCA 500 D and AMCA 511 The rating shall show a water penetration of 0 20 or less ounce per square foot of free area at a free velocity of 800 feet per minute 22 Extruded Aluminum Louvers Fabricated of extruded 6063 T5 or T52 aluminum with a wall thickness of not less than 0 081 inch SECTION 08 91 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 2 NB Screens and Frames For aluminum louvers provide 1 2 inch square mesh 14 or 16 gage stainless steel or 1 4 inch square mesh
555. shall be made with metal conduit in fire rated shafts Metal conduit shall extend through shafts for minimum distance of 6 inches Conduit which penetrates fire rated walls fire rated partitions or fire rated floors shall be firestopped in accordance with Section 07 84 00 FIRESTOPPING P Pull Wire Install pull wires in empty conduits Pull wire shall be plastic having minimum 200 pound force tensile strength Leave minimum 36 inches of slack at each end of pull wire 2228 Conduit Installation Unless indicated otherwise conceal conduit under floor slabs and within finished walls ceilings and floors Keep conduit minimum 6 inches away from parallel runs of flues and steam or hot water pipes Install conduit parallel with or at right angles to ceilings walls and structural members where located above accessible ceilings and where conduit will be visible after completion of project 212221 Restrictions Applicable to EMT a Do not install underground b Do not encase in concrete mortar grout or other cementitious materials c Do not use in areas subject to severe physical damage including but not limited to equipment rooms where moving or replacing equipment could physically damage the EMT d Do not use in hazardous areas e Do not use outdoors Do not use in fire pump rooms g Do not use when th nclosed conductors must
556. shall conform to ASME B1 20 1 Grooved pipe couplings and fittings shall be from the same manufacturer Material or equipment containing lead shall not be used in any potable water system In line devices such as water meters building valves check valves meter stops valves fittings and back flow preventers shall comply with PL 93 523 and NSF ANSI 61 Section 8 End point devices such as drinking water fountains lavatory faucets kitchen and bar faucets residential ice makers supply stops and end point control valves used to dispense water for drinking must meet the requirements of NSF ANSI 61 Section 9 MHubless SECTION 22 00 00 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J cast iron soil pipe shall not be installed underground under concrete floor slabs or in crawl spaces below kitchen floors Plastic pipe shall not be installed in air plenums Plastic pipe shall not be installed a pressure piping system in buildings greater than three stories including any basement levels 2 1 Pipe Joint Materials Grooved pipe and hubless cast iron soil pipe shall not be used under ground Solder containing lead shall not be used with copper pipe Cast iron soil pipe and fittings shall be marked with the collective
557. shall conform to ASTM A563 Grade A hex style hot dipped galvanized Washers shall conform to ASTM F844 hot dipped galvanized 2 3 PIPE Pipe shall meet the material fabrication and operating requirements of ASME B31 3 except as modified herein 25 341 Carbon Steel Pipe Provide carbon steel pipe that complies with one of the following a Pipe shall conform to ASTM A53 A53M Type E or S Grade B seamless or electric welded Pipe smaller than 2 1 2 inches shall be Schedule 80 Pipe 2 1 2 inches and larger shall be Schedule 40 b Pipe shall conform to API Spec 5L Product Specification Level PSL 1 Grade B submerged arc welded or gas metal arc welded End connections for pipe or fittings smaller than 2 1 2 inches shall be forged socket weld type conforming to ASTM A182 A182M and ASME B16 11 unless indicated otherwise End connections for pipe or fittings 2 1 2 inches and larger shall be buttweld type conforming to ASTM A234 A234M Grade WPB and ASME B16 9 of the same wall thickness as the adjoining pipe Where threaded end connections are indicated provide connections that conform to ASME B16 3 Class 150 or ASME B16 11 2 392 Stainless Steel Pip Provide stainless steel pipe that complies with one of the following a Pipe shall conform to ASTM A312 A312M Type TP304L seamless only Pipe smaller than 8 inches shall be Schedule 405 Pipe 8 i
558. signation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government The following shall be submitted in accordance with Section 01 33 00 SUBMIT SD 02 Shop Drawings SECTION 07 22 00 Page 2 TAL PROCEDURES NSA 03 NAS CSS F RE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Insulation Types Show a complete description of the procedures for the installation of each phase of the system indicating the type of materials thicknesses identity codes and sequence of laying insulation The drawings shall be based on field measurements SD 03 Product Data Insulation Insulation Adhesive SD 06 Test Reports Flame spread and smoke developed ratings Submit in accordance with ASTM E84 SD 07 Certificates Installer qualifications SD 08 Manufacturer s Instructions Insulation Adhesive Roof insulation including field of roof and perimeter attachment requirements 1 3 MANUFACTURER S CERTIFICATE Submit certificate from the insulation manufacturer attesting that the installer has the proper qualifications for installing tapered roof insulation systems Certificate attesting that the expanded perlite or polyisocyanurate insulation contains recovered material and showing estimated percen
559. ssure Valve Supervisory MENT CONNECTION PRINKLERS Uprigh Sidewa Waterflow Alarm Switch Tamper Switch t Sprinkler 11 Sprinkler SECT ON 21 13 13 00 10 Page 1 NSA 03 RJ000081J NAS CSS FIRE PART 3 WWW WW Ww WWW w PUMP REPLACEMENT BUILD NG 9 KUNIA TUNNEL OAHU HI 1 DISINFECTING MATERIAL 15 25521 Liquid Chlorine 2 1 22 Hypochlorites 12 ACCESSORIES 2112 2 Sprinkler Guard 2 12 3 Identification Si Sprinkler Cabinet gn DOUBLE CHECK VALVE EXECUTION FIELD MEASUREMENTS INSTALLAT INSPECTION BY F ABOVEGROUND PIP NG BACKFLOW PREVENTION ASSEMBLY ON REQUIREMENTS RE PROTECTION SPEC NSTALLATION AL ST Piping in Exposed Pipe Joints Reducers Pipe Penetrations Escutcheons 1 Ul iS C2 Drains NRO PP RP RPP RPP PPP RP AD Protection of Piping Against Earthquake Damage Areas Piping in Finished Areas Upright Sprinklers Inspector s Test Connection Installation of Fire Department Connection Identification Signs UNDERGROUND PIPING INSTALLATION EARTHWORK ELECTRICAL WORK DISINFECTION PRELIMINARY TESTS OO C CO CO C C2 CO C CO C0 C CO 4
560. st conform to ACI MCP 3 Bending of reinforcing bars partially embedded in concrete is permitted only as specified in ACI MCP 3 and ACI MCP 4 3 5 10 Spacing of Reinforcing Bars Spacing must be as indicated If not indicated spacing must be in accordance with the ACI MCP 3 and ACI MCP 4 Reinforcing bars may be relocated to avoid interference with other reinforcement or with conduit pipe or other embedded items If any reinforcing bar is moved a distance exceeding one bar diameter or specified placing tolerance resulting rearrangement of reinforcement is subject to approval Gub Tr Concrete Protection for Reinforcement Concrete protection must be in accordance with the ACI MCP 3 and ACI MCP 4 3 512 Welding Welding must be in accordance with AWS D1 4 D1 4M 3 6 BATCHING MEASURING MIXING AND TRANSPORTING CONCRETE ASTM C94 C94M and ACI MCP 2 except as modified herein Batching equipment must be such that the concrete ingredients are consistently measured within the following tolerances 1 percent for cement and water 2 percent for aggregate and 3 percent for admixtures Furnish mandatory batch ticket information for each load of ready mix concrete 346 1 Measuring Make measurements at intervals as specified in paragraphs entitled Sampling and Testing SECTION 03 30 00 Page 30 NSA 03 NAS CSS FIRE
561. stalled firestop 5252 Submittals Requirements a Submit detail drawings including manufacturer s descriptive data typical details conforming to UL Fire Resistance or other details certified by another nationally recognized testing laboratory installation instructions or UL listing details for a firestopping assembly in lieu of fire test data or report For those firestop applications for which no UL tested system is available through a manufacturer a manufacturer s engineering judgment derived from similar UL system designs or other tests shall be submitted for review and approval prior to installation Submittal shall indicate the firestopping material to be provided for each type of application When more than a total of 5 penetrations and or construction joints are SECTION 07 84 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 3 to receive firestopping provide drawings that indicate location F T and L ratings and type of application b Submit certificates attesting that firestopping material complies with the specified requirements For all intumescent firestop materials used in through penetration systems manufacturer shall provide certification from UL of passing the Aging and Environmental Exposure Testing portion of UL 1479 c Submit docum
562. standing a minimum 5 psi air pressure Containment piping and supports shall be designed to allow for drainage of liquids Containment piping shall allow for complete inspection of the product piping before the containment piping is sealed b Containment piping shall b venly separated from the product piping with pipe supports that are designed based on pipe size pipe and fuel weight and operating conditions Pipe supports shall be constructed of FRP Design supports so that no point loading occurs on SECTION 33 52 10 Page 13 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J the primary or exterior pipe Supports shall be permanently attached to the product pipe either by tack welding or by an adhesive Supports shall be designed and installed to allow for pipe movement of both the product piping and the exterior containment piping without causing damage to either 2 4 PIPING COMPONENTS Provide piping components that meet the material fabrication and operating requirements of ASME B31 3 except as modified herein Pressure design class for piping components shall be Class 150 as defined in ASME B16 5 2 4 1 Welded Nipples Nipples shall conform to ASTM A733 or ASTM B687 and be constructed of the same material as the connecting pipe 2 4 2 Steel Couplings Coupli
563. steel of not less than No 10 gauge if flush mounted or mounted outdoors and not less than No 12 gauge if surface mounted indoors with full seam welded box ends Cabinets mounted outdoors or flush mounted shall be hot dipped galvanized after fabrication Cabinets shall be painted in accordance with paragraph PAINTING Outdoor cabinets shall be of NEMA 3R raintight with a removable steel plate 1 4 inch thick in the bottom for field drilling for conduit connections Front edges of cabinets shall be form flanged or fitted with structural shapes welded or riveted to the sheet steel for supporting the panelboard front All cabinets shall be so fabricated that no part of any surface on the finished cabinet shall deviate from a true plane by more than 1 8 inch Holes shall be provided in the back of indoor surface mounted cabinets with outside spacers and inside stiffeners for mounting the cabinets with a 1 2 inch Clear space between the back of the cabinet and the wall surface Flush doors shall be mounted on hinges that expose only the hinge roll to view when the door is closed Each door shall be fitted with a combined catch and lock except that doors over 24 inches long shall be provided with a three point latch having a knob with a T handle and a cylinder lock Two keys shall be provided with each lock and all locks shall be keyed alike Finished head cap screws shall be provided for mounting the panelboard fronts on the cabinets
564. sures shal SUBMITTALS n addition af 11 FINAL ACC a m PTANCE TEST Begin the Final been approved later than 14 days prior to date and time to begin the 1 Notification shall be provided at 1 Notification shall i of the test Material amp Test Certificates the Final Acceptance Test and shall operation of the system Acceptance 1 This shal a main drain test shall Static and residual ll be recorded on the certificate specified in paragraph a main drain test shall be conducted each time ter a main control valve is shut and opened Test only when the Preliminary Test Report has Submit proposed procedures for Final Acceptance Test the proposed start of the tests Test no and proposed submitted with the procedures least 14 days prior to the proposed start include a copy of the Contractor s Fire Protection Specialist shall conduct provide a complete demonstration of the 1 include operation of control valves and flowing of inspector s test connections to verify operation of associated waterflow alarm switches been completed control least as buil on reproducible the main drain test shall valves are in the open position 14 days after completion of the Final Tests lt conditions after all re full size myl ar ated work is completed film After operation of control valves has be repeate
565. surfaces S335 Bond Breaker Provide bond breakers to the back or bottom of joint cavities as recommended by the sealant manufacturer for each type of joint and sealant used to prevent sealant from adhering to these surfaces Carefully apply the bond breaker to avoid contamination of adjoining surfaces or breaking bond with surfaces other than those covered by the bond breaker 346 Sealants Provide a sealant compatible with the material s to which it is applied Do not use a sealant that has exceeded shelf life or has jelled and can not be discharged in a continuous flow from the gun Apply the sealant in accordance with the manufacturer s printed instructions with a gun having a nozzle that fits the joint width Force sealant into joints to fill the joints solidly without air pockets Tool sealant after application to ensure adhesion Make sealant uniformly smooth and free of wrinkles Upon completion of sealant application roughen partially filled or unfilled joints apply sealant and tool smooth as specified Apply sealer over the sealant when and as specified by the sealant manufacturer 4 PROTECTION AND CLEANING 2442 Protection Protect areas adjacent to joints from sealant smears Masking tape may be used for this purpose if removed 5 to 10 minutes after the joint is filled 2 2 Final Cleaning Upon completion of sealant application remove remaining smears and stains and leave the wo
566. t e joints that are capable of accommodating SUBMITTALS ll width of the joint in both orthogonal Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES PART 2 224 SD 02 Shop Drawings Lighting Fixtures in Buildings SD 03 Product Data Equipment Requirements Lighting Fixtures in Buildings PRODUCTS LIGHTING FIXTURE SUPPORTS Equipment Requirements Lighting fixtures and supports shall conform to UL 1598 PART 3 EXECUTION LIGHTING FIXTURES IN BUILDINGS Lighting fixtures and supports shall conform to the following SECTION 26 05 48 00 10 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3415 Ceiling Attached Fixtures 3212 21 Surface Mounted Fluorescent Fixtures Surface mounted fluorescent individual or continuous row fixtures shall be attached to a seismic resistant ceiling support system built in accordance with ASTM E580 E580M Seismic protection for the fixtures shall conform to the requirements of UFC 3 31
567. t Widths of Architectural Joint Systems 2007 Fire Resistive Joint Systems 2010a Standard Practice for On Site Inspection of Installed Fire Stops 2010 Standard Test Method for Determining Fire Resistance of Perimeter Fire Barrier Systems Using Intermediate Scale Multi story Test Apparatus 2010a Standard Practice for On Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers 2011a Standard Test Method for Fire Tests of Through Penetration Fire Stops 2011a Standard Test Method for Surface Burning Characteristics of Building Materials updated on line Approval Guide http www approvalguide com 2001 Approval of Firestop Contractors UNDERWRITERS LABORATORIES UL 2003 Reprint Mar 2010 Fire Tests of Through Penetration Firestops SECTION 07 84 00 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 UL 2079 2004 Reprint Jun 2008 Tests for Fire Resistance of Building Joint Systems UL 723 2008 Reprint Sep 2010 Test for Surface Burning Characteristics of Building Materials UL Fire Resistance 2011 Fire Resistance Directory 2 SYSTEM DESCRIPTION 2252 General Furnish and install tested and listed firestopping systems combination of materials or devices to form an effective barrier against the spread of flame smoke and gases
568. t be less than 4 inches in diameter or 3 by 4 inches in horizontal dimensions Upon completion of grouting operations plug and finish grouting holes to match surrounding surfaces 3 6 3 2 Cleanouts for Hollow Unit Masonry Construction Provide cleanout holes at the bottom of every pour in cores containing vertical reinforcement when the height of the grout pour exceeds 5 feet Where all cells are to be grouted construct cleanout courses using bond beam units in an inverted position to permit cleaning of all cells Provide cleanout holes at a maximum spacing of 32 inches where all cells are to be filled with grout Establish a new series of cleanouts if grouting operations are stopped for more than 4 hours Cleanouts shall not be less than 3 by 4 inch openings cut from one face shell Manufacturer s standard cutout units may be used at the Contractor s option Cleanout holes shall not be closed until masonry work reinforcement and final cleaning of the grout spaces have been completed and inspected For walls which will be exposed to view close cleanout holes in an approved manner to match surrounding masonry 3 6 4 Grouting Equipment 32 64 1 Grout Pumps Pumping through aluminum tubes will not be permitted Operate pumps to produce a continuous stream of grout without air pockets segregation or contamination Upon completion of each day s pumping remove waste materials and debr
569. t electrical metallic tubing conduit may be provided in dry locations not enclosed in concrete or where not subject to mechanical damage 3 7 PIPE COLOR CODE MARKING Color code marking of piping shall be as specified in Section 09 90 00 PAINTS AND COATINGS 94 8 FLUSHING The new piping and existing system from water source to sprinkler riser shall be flushed without using the new fire pump Flushing to provide a minimum of 10ft s or 150 of max design flow whichever is higher in accordance with NFPA13 paragraph 10 10 minimun flush time shall be 20 minutes until water is clear The fire pump suction and discharge piping shall be flushed at 120 percent of rated capacity of each pump Where the pump installation consists of more than one pump the flushing shall be the total quantity of water flowing when all pumps are discharging at 120 percent of their rated capacities The new pumps may be used to attain the required flushing volume No underground piping shall be flushed by using the fire pumps Flushing operations shall continue until water is clear but not less than 10 minutes Submit a signed and dated flushing certificate before requesting field testing 3 49 FIELD TESTS Submit at least 2 weeks before starting field tests system diagrams that show the layout of equipme
570. t least 1 training days 8 hours per day and shall start after the system is functionally completed but prior to final acceptance tests b The maintenance training course shall provide the designated government personnel adequate knowledge required to diagnose repair maintain and expand functions inherent to the system Provide training course for the maintenance staff The training period for systems maintenance shall consist of 1 training day 8 hours per day and shall start after the system is functionally completed but prior to final acceptance tests Six copies of maintenance manual listing routine maintenance procedures possible breakdowns and repairs and troubleshooting guide The manuals shall include conduit layout equipment layout and simplified wiring and control diagrams of the System as installed The manuals shall include complete procedures for System revision and expansion detailing both equipment and software requirements Original and backup copies of all software delivered for this project shall be provided on each type of media utilized Manuals shall be approved prior to training training period for systems operation shall consist of 1 training day 8 hours per day and shall start after the system is functionally completed but prior to final acceptance tests Six copies of operating manual outlining step by step procedures required for system startup opera
571. t least 15 consecutive tests the standard deviation must be calculated and the required average compressive strength must be determined in accordance with ACI MCP 2 When SECTION 03 30 00 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J a concrete production facility does not have a suitable record of tests to establish a standard deviation the required average strength must follow ACI MCP 2 requirements 2 3 2 Ready Mix Concrete Provide concrete that meets the requirements of ASTM C94 C94M Ready mixed concrete manufacturer must provide duplicate delivery tickets with each load of concrete delivered Provide delivery tickets with the following information in addition to that required by ASTM C94 C94M Type and brand cement Cement content 94 pound bags per cubic yard of concrete Maximum size of aggregate Amount and brand name of admixtures Total water content expressed by water cement ratio 2 3 3 Concrete Curing Materials 2 3 3 1 Absorptive Cover Provide burlap cotton mats and other absorbent materials for curing concrete as described in ACI 308R 2 33 42 Moisture Retaining Cover Provide waterproof paper cover for curing concrete conforming to ASTM C171 regular or white or polyethylene sheeting conforming to ASTM C171 or polyethylene coated burlap consisting of a laminate of burlap and a white opaque polyethyle
572. t manufacturer and be approved at a level of providing the specified warranty The applicator shall supply similar size and scope that the applicator has constructed using the manufacturer s roofing products submitted for this project within the previous three years 3 3 Qualification of Engineer of Record Engineer shall be currently licensed within the jurisdiction of the project The Engineer of Record shall provide engineering calculation for a Wind uplift requirements in accordance with Local and State codes b 5 7 10 in accordance with International Building Code sock Fire Resistance Complete roof covering assembly shall a Be Class A rated in accordance with ASTM E108 or UL 790 and b Be listed as part of Fire Classified roof deck construction in UL RMSD FM or UL approved components of the roof assembly shall bear the appropriate FM or UL label 213515 Wind Uplift Resistance Complete roof covering assembly including insulation shall be capable of withstanding an uplift pressure of 60 psf Base all Wind uplift calculation on a design wind speed of 105 mph in accordance with ASCE 7 10 or applicable building code requirements 3 6 Preroofing Conference After approval of submittals and before performing roofing and insulation system installation work hold a preroofing conference to review the following a Roof system components installation b Pr
573. t of recovered material Certificates of compliance for felt materials 1 4 QUALITY ASSURANCI 14 1 Insulation on Concrete Decks Roof insulation shall have a flame spread rating not greater than 75 and a smoke developed rating not greater than 150 exclusive of covering when tested in accordance with ASTM E84 Insulation bearing the UL label and listed in the UL Bld Mat Dir as meeting the flame spread and smoke developed ratings will be accepted in lieu of copies of test reports Compliance with flame spread and smoke developed ratings will not be required when insulation has been tested as part of a roof construction assembly of the type used for this project and the construction is listed as fire classified in the UL Bld Mat Dir or listed as Class I roof deck construction in the FM APP GUIDE nsulation tested as part of a roof construction assembly shall bear UL or FM labels attesting to the ratings specified herein 1 4 2 Insulation for Cool Roofing Provide thermal insulation above the roof deck with an R value of 15 or SECTION 07 22 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J greater es DELIVERY STORAGI AND HANDLING 1 571 Delivery Deliver materials to site in manufacturer s unopened and undamaged sta
574. t size for wiring shall be in accordance with NFPA 70 Wiring for the fire alarm system shall not be installed in conduits junction boxes or outlet boxes with conductors of lighting and power systems Not more than two conductors shall be installed under any device screw terminal The wires under the screw terminal shall be straight when placed under the terminal then clamped in place under the screw terminal The wires shall be broken and not twisted around the terminal Circuit conductors entering or leaving any mounting box outlet box enclosure or cabinet shall be connected to screw terminals with each terminal and conductor marked in accordance with the wiring diagram Connections and splices shall be made using screw terminal blocks The use of wire nut type connectors in the system is prohibited Wiring within any control equipment shall be readily accessible without removing any component parts The fire alarm equipment manufacturer s representative shall be present for the connection of wiring to the control panel 34 233 Detectors Detectors shall be located and installed in accordance with NFPA 72 Detectors shall be connected into signal line circuits or initiating device circuits as indicated on the drawings Detectors shall be at least 12 inches from any part of any lighting fixture Detectors shall be located at least 3 feet from diffusers of air handling systems Each detector shall be provided with app
575. t who is an individual registered professional engineer who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys NCEES or who is certified as a Level III Technician by National Institute for Certification in Engineering Technologies NICET in the Automatic Sprinkler System Layout subfield of Fire Protection Engineering Technology in accordance with NICET 1014 7 Submit the name and documentation of certification of the proposed Fire SECTION 21 13 13 00 10 Page 7 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Protection Specialists no later than 14 days after the Notice to Proceed and prior to the submittal of the sprinkler system drawings and hydraulic calculations The Fire Protection Specialist shall prepare and submit a list of the fire protection related submittals no later than 7 days after the approval of the Fire Protection Specialist from the Contract Submittal Register that relate to the successful installation of the sprinkler systems s submittals identified on this list shall be accompanied by a letter of approval signed and dated by the Fire Protection Specialist when submitted to the Government The Fire Protection Specialist shall be regularly engaged in the design and installation of the type and complexity o
576. tained by the test procedure presented in ASTM D1557 for general soil types abbreviated as percent laboratory maximum density 1 2 2 Hard Materials Weathered rock dense consolidated deposits or conglomerate materials which are not included in the definition of rock but which usually require the use of heavy excavation equipment ripper teeth or jack hammers for removal 1 2553 Rock Solid homogeneous interlocking crystalline material with firmly cemented laminated or foliated masses or conglomerate deposits neither of which can be removed without systematic drilling and blasting drilling and the use of expansion jacks or feather wedges or the use of backhoe mounted pneumatic hole punchers or rock breakers also large boulders buried masonry or concrete other than pavement exceeding 1 2 cubic yard in volume Removal of hard material will not be considered rock excavation because of intermittent drilling and blasting that is performed merely to increase production 1559 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 01 Preconstruction Submit
577. tals Shoring and Sheeting Plan Dewatering work plan Submit 15 days prior to starting work SD 06 Test Reports Fill and backfill test Select material test Density tests Copies of all laboratory and field test reports within 24 hours of the completion of the test SECTION 31 23 00 00 20 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 4 DELIVERY STORAGI AND HANDLING Perform manner to prevent contamination or segregation of materials Ms CRITERIA FOR BIDDING Base bids on the following criteria a Surface elevations are as indicated b Pipes or other artificial obstructions except those indicated will not be encountered c Hard materials will not be encountered d Blasting will not be permitted Remove material in an approved manner 1 6 QUALITY ASSURANCE v6 Shoring and Sheeting Plan Submit drawings and calculations certified by a registered professional engineer describing the methods for shoring and sheeting of excavations Drawings shall include material sizes and types arrangement of members and the sequence and method of installation and removal Calculations shall include data and references used 6 2 Dewatering Work Plan Submit procedures for accomplishing dewatering work 26 3 Ut
578. tdown n training parts and recommended service organization number End of list a nd routine maintenance The manuals shall list of parts and tools that should be kept ne maintenance including the name of a 1 at least 14 days include the manufacturer s local troubleshooting guide including address and telephone for each item of equipment The Onsite Training shall cover all of the items contained in the approved manuals Section SECTION 21 13 13 00 10 Page 18 RJ000081J NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU SECTION TABLE OF CONTENTS DIVISION 21 FIRE SUPPRESSION SECTION 21 30 00 FIRE PUMPS PART 1 GENERAL 21 REFERENCES 1 2 SYSTEM DESCRIPTION 1 3 SUBMITTALS 1 4 QUALITY ASSURANCE 1242 Fire Protection Specialist LAs 2 Qualifications of Welders 1 4 3 Qualifications of Installer 1 4 4 Preliminary Test Certification 5 Manufacturer s Representative 1 5 DELIVERY STORAGE AND HANDLING 26 SEQUENCING 1 6 1 Primary Fire Pump 2 Standby Fire Pump 16333 Pressure Maintenance Pump 1 7 EXTRA MATERIALS PART 2 PRODUCTS 21 MATERIALS AND EQUIPMENT 2 2 FIRE PUMP 2 3 REQUIREMENTS FOR FIRE
579. tection from Mechanical Injury During curing period protect concrete from damaging mechanical disturbances particularly load stresses heavy shock and excessive vibration and from damage caused by rain or running water 250221 Protection After Curing Protect finished concrete surfaces from damage by construction operations 34 FIELD QUALITY CONTROL 1 Sampling ASTM C172 C172M Collect samples of fresh concrete to perform tests specified ASTM C31 C31M for making test specimens 31142 Testing 3 i221 Slump Tests ASTM C143 C143M Take concrete samples during concrete placement The maximum slump may be increased as specified with the addition of an approved admixture provided that the water cement ratio is not exceeded SECTION 03 30 00 Page 39 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Perform tests at commencement of concrete placement when test cylinders are made and for each batch minimum or every 20 cubic yards maximum of concrete 34 11 22 Temperature Tests Test the concrete delivered and the concrete in the forms Perform tests in hot or cold weather conditions below 60 degrees F and above 90 degrees F for each batch minimum or every 20 cubic yards maximum of concrete until the specified temperature is obtained and whenever test cylinders and slump tests
580. ter shall be provided to maintain a temperature of 120 degrees F in accordance with NFPA 20 v sl Engine Capacity Engine shall have adequate horsepower to drive the pump at all conditions of speed and load over the full range of the pump performance curve The horsepower rating of the engine driver shall be as recommended by the pump manufacturer and shall be derated for temperature and elevation in accordance with NFPA 20 Ambient temperature at the pump location shall be 85 degrees F Site elevation shall be 860 feet above mean sea level MSL RE Exhaust System External to Engine Exhaust system shall comply with the requirements of NFPA 20 and NFPA 37 An exhaust muffler shall be provided for each diesel engine driver to reduce noise levels less than 85 dBA flexible connector with flange connections shall be provided at the engine Flexible sections shall be stainless steel suitable for diesel engines exhaust gas at 1000 degrees F 2722 2 Steel Pipe Fittings ASTM A53 A53M Schedule 40 black steel welding end connections ASME B16 9 or ASME B16 11 welding fittings shall be of the same material and weight as the piping 742242 Flanges ASME B16 5 Class 300 Flanges shall be provided at connections to diesel engines exhaust mufflers and flexible connections Gaskets shall be ASME B16 21 comp
581. terials Materials which do not comply with the requirements for satisfactory materials Unsatisfactory materials also include man made fills trash refuse or backfills from previous construction Unsatisfactory material also includes material classified as satisfactory which contains root and other organic matter frozen material and stones larger than 2 inches The Contracting Officer shall be notified of any contaminated materials Cohesionless and Cohesive Materials Cohesionless materials include materials classified in ASTM D2487 as GW GP SW and SP Cohesive materials include materials classified as GC SC ML CL MH and CH Materials classified as GM GP GM GW GM SW SM SP SM and SM shall be identified as cohesionless only when the fines are nonplastic plasticity index equals zero Materials classified as GM and SM will be identified as cohesive only when the fines have a plasticity index greater than zero 21 24 Common Fill Approved unclassified soil material with the characteristics required to compact to the soil density specified for the intended location 21 5 Backfill and Fill Material ASTM D2487 classification GW GP GM SW SP SM with a maximum ASTM D4318 liquid limit of 35 maximum ASTM D4318 plasticity index of 12 anda maximum of 25 percent by weight passing ASTM D1140 No 200 sieve 1 6 Select Material Provide materials classified a
582. test shall be submitted in quadruplicate furnish instruments the Government will furnish the necessary water 3 2 5 Disinfection quipment and personnel r intervals NSA 03 OAHU HI RJ000081J including Each The report The Contractor shall quired for the tests and electricity After all system components are provided and operational tests are complete be disinfected the entire domestic hot entire system shall be flushed with potab and col ld water distribution system shall Before introducing disinfecting chlorination material and other foreign materials have been removed le water until any entrained dirt Water chlorination procedure shall be in accordance with AWWA C651 and AWWA C652 as modified and supplemented by this specification be hypochlorites or liquid chlorine be fed into the water piping system at a chlorinating material lorinating material ch shall shall The The constant rate at a concentration of at least 50 parts per million ppm Feed a properly adjusted hypochlorite solution injected into the system with a hypochlorinator or inject liquid chlorine into the system through a solution feed chlorinator and booster pump until th ntire system is completely filled Test the chlorine residual level continuous period of 24 hours chlorine residual has dropped to luding tanks with potabl
583. the Submittals paragraph ECT ON 28 31 64 00 10 Page 8 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 6 DELIVERY STORAGE AND HANDLING Protect equipment delivered placed storage from the weather humidity and temperature variation dirt dust and any other contaminants od SPECIAL TOOLS AND SPARE PARTS Submit spare parts data for each different item of material and equipment specified not later than 3 months prior to the date of beneficial occupancy Data shall include a complete list of parts and supplies with the current unit prices and source of supply and a list of the parts recommended by the manufacturer to be replaced after 1 year of service Furnish software connecting cables proprietary equipment and two spare fuses of each type and size required necessary for the maintenance testing and reprogramming of the equipment Two percent of the total number of each different type of detector but no less than two each shall be furnished Mount spare fuses in the fire alarm panel PART 2 PRODUCTS 2 1 STANDARD PRODUCTS Provide material and equipment which are the standard products of a manufacturer regularly engaged in the manufacture of the products for at least 2 years prior to bid opening Equipment shall be supported b
584. the project SD 08 Manufacturer s Instructions Delivery storage and handling Installation procedures for water piping H UO I LIVERY STORAGE AND HANDLING 24 27 Delivery and Storage Inspect materials delivered to site for damage Unload and store with minimum handling Store materials on site in enclosures or under protective covering Store gaskets under cover out of direct sunlight Do not store materials directly on the ground Keep inside of pipes fittings and valves free of dirt and debris 1 4 2 Handling Handle pipe fittings valves and other accessories in a manner to ensure delivery to the trench in sound undamaged condition Take special care to avoid injury to coatings and linings on pipe and fittings make repairs if coatings or linings are damaged Do not place any other material or pipe inside a pipe or fitting after the coating has been applied Carry do not drag pipe to the trench Use of pinch bars and tongs for aligning or turning pipe will be permitted only on the bare ends of the pipe The interior of pipe and accessories shall be thoroughly cleaned of foreign matter before being lowered into the trench and shall be kept clean during SECTION 33 11 00 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J laying operations by plugging or other approved method
585. tility lines with utility identification tape Bury tape 12 inches below finished grade under pavements and slabs bury tape 6 inches below top of subgrade Bury detection wire directly above non metallic piping at a distance not to exceed 12 inches above the top of pipe The wire shall extend continuously and unbroken from manhole to manhole The ends of the wire shall terminate inside the manholes at each end of the pipe with a minimum of 3 feet of wire coiled remaining accessible in each manhole The wire shall remain insulated over it s entire length The wire shall enter manholes between the top of the corbel and the frame and extend up through the chimney seal between the frame and the chimney seal For force mains the wire shall terminate in the valve pit at the pump station end of the pipe 27 Determine in place density of existing subgrade if required density exists no compaction of existing subgrade will be required ahead Structures Spread Footings and Concrete Slabs Compact top 12 inches of subgrades to 95 percent of ASTM D1557 Compact select material to 95 percent of ASTM D1557 SECTION 31 23 00 00 20 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 8 FINISH OPERATIONS 8 1 Grading Finish grades as i
586. tion and shutdown manual shall include the manufacturer s name model number service manual parts list and complete description of equipment and their basic operating features 6 TESTING Notify the Contracting Officer at least 10 days before the preliminary and acceptance tests are to be conducted Perform the tests in accordance with the approved test procedures in the presence of the Contracting Officer The control panel manufacturer s representative shall be present to supervise tests Furnish instruments and personnel required for the tests a Submit detailed test procedures prepared and signed by a Registered Professional Engineer or a NICET Level 3 Fire Alarm Technician for the fire detection and alarm system 60 days prior to performing system tests SECTION 28 31 64 00 10 Page 16 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3 b Submit test reports in booklet form showing field tests performed to prove compliance with the specified performance criteria upon completion and testing of the installed system Each test report shall document readings test results and indicate the final position of controls Include the NFPA 72 Certificate of Completion and NFPA 72 Inspection and Testing Form with the appropriate test reports 6 1 Preliminary Tests Contractor shall submit det
587. tment servicing or maintenance while energized Provide field installed signs to warn qualified persons of potential electric arc flash hazards when warning signs are not provided by the manufacturer The marking shall be clearly visible to qualified persons before examination adjustment servicing or maintenance of the equipment 18 FIRESTOPPING MATERIALS Provide firestopping around electrical penetrations in accordance with Section 07 84 00 FIRESTOPPING L9 FACTORY APPLIED FINISH Electrical equipment shall have factory applied painting systems which shall as a minimum meet the requirements of NEMA 250 corrosion resistance test and the additional requirements as specified herein Interior and exterior steel surfaces of equipment enclosures shall be thoroughly cleaned and then receive a rust inhibitive phosphatizing or equivalent treatment prior to painting Exterior surfaces shall be free from holes seams dents weld marks loose scale or other imperfections Interior surfaces shall receive not less than one coat of corrosion resisting paint in accordance with the manufacturer s standard practice Exterior surfaces shall be primed filled where necessary and given not less than two coats baked enamel with semigloss finish Equipment located indoors shall be ANSI Light Gray and equipment located outdoors shall be ANSI Light Gray
588. ualifications 141 de LI 1 C SUBMITTAL FORM Jan 96 PREVIOUS EDITION IS OBSOLETE NSA 03 MAILED TO CONTR REMARKS 0 PAGE 12 OF 16 PAGES CONTRACT SUBMITTAL REGISTER Waban oa obey TITLE AND LOCATION CONTRACTOR NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 TUNNEL OAHU HI OZ lt lt gt amm e SCHEDULE DATES ACTION T C T R L A S R 5 5 C C M S P A T T E R E T C A C N N A R L 5 T E C C E DESCRIPTION APPROVAL MATERIAL DATE DATE N D OF D OF T ITEM SUBMITTED H N R SUBMIT E ACTION E ACTION b d e f h i I m n o 2831 64 00 10 SD 10 Operation and Maintenance l J 1 1 J l e O jd up O OrpemingadMantenance 35 TT l l1 l1 ll msutions LL L Ll Ll O 31 23 00 00 20 SD 01 Preconstruction Submittals f f T 1 Ll ShemngadShetngPan l l l J l ll J Bewaeingwrpan _ f l 1 J Ll Lll J sbpoeretReots T l 7 Ll Fillandbackfil 31021 l l Ll Lll Select material 3 10221 LI T LL 7 p Densiytess 2 qe TTo
589. uilding and surrounding area Surface mounted audible appliances shall be painted red Recessed audible appliances shall be installed with a grill that is painted red 2 951 Alarm Horns Horns shall be surface mounted with the matching mounting back box surface mounted vibrating type suitable for use in an electrically supervised circuit Horns shall produce a sound rating of at least 85 dBA at 10 feet Horns used in exterior locations shall be specifically listed or approved for outdoor use and be provided with metal housing and protective grilles 2 8 2 Visual Notification Appliances Visual notification appliances shall conform to the applicable requirements of UL 1971 and the contract drawings Appliances shall have clear high intensity optic lens xenon flash tubes and output white light Strobe flash rate shall be between 1 to 3 flashes per second and a minimum of 15 candela Strobe shall be surface mounted SECTION 28 31 64 00 10 Page 12 NAS CSS R E PUMP R EPLAC ENT BU 2 8 3 Combination Audible Visual NG 9 KUNIA TUNNEL OAHU HI NSA 03 RJ000081J Notification Appliances Combination audible visual requirements as individual standard backboxes notification appliances shall provide the same units except they shall mount as a unit in Units shall be factory assembled Any
590. uitable for the following service conditions Seismic details shall conform to UFC 3 310 04 and 26 05 48 00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT a Fungus Control SECTION 33 70 02 00 10 Page 4 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 T b Altitude 883 feet C Ambient Temperature 89 degrees F d Frequency 60 Hz e Ventilation f Seismic Parameters g Humidity Control h Corrosive Areas 3 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings As Built Drawings G SD 03 Product Data Nameplates G Material and Equipment G Installation Requirements G SD 06 Test Reports Field Testing Cable Installation SD 07 Certificates Material and Equipment 4 QUALITY ASSURANCI 4 1 As Built Drawings The as built drawings shall be a record of the construction as installed The drawings shall include the information shown on the contract drawings as well as deviations modifications and change
591. ulation boards to the specified substrate and conforming to the wind uplift and fire rating requirements of Underwriters Laboratories UL 1897 or Factory Mutual FM 1 90 minimum PART 3 EXECUTION 3 EXAMINATION AND PREPARATION 22 77 Surface Inspection Surfaces shall be clean smooth and dry 21 22 Surface Preparation Correct defects and inaccuracies in roof deck surface to eliminate poor drainage and hollow or low spots and perform the following a Install wood nailers the same thickness as insulation at edges for securing flashing flanges 2 INSULATION INSTALLATION Apply insulation in two layers with staggered joints when total required thickness of insulation exceeds 1 2 inch Lay insulation so that continuous longitudinal joints are perpendicular to direction of roofing and end joints of each course are staggered with those of adjoining courses When using multiple layers of insulation joints of each succeeding layer shall be parallel and offset in both directions with respect to layer below Keep insulation 1 2 inch clear of vertical surfaces penetrating and projecting from roof surface 2244 Installation Using Insulation Adhesive Apply insulation in accordance with manufacturer s printed instructions SECTION 07 22 00 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA T
592. und to avoid excessive rusting Protect from contaminants such as grease oil and dirt Ensure bar sizes can be accurately identified after bundles are broken and tags removed 6 QUALITY ASSURANCI 26 1 Design Data 562222 Formwork Calculations ACI MCP 4 Include design calculations indicating arrangement of forms sizes and grades of supports lumber panels and related components Furnish drawings and calculations of shoring and re shoring methods proposed for floor and roof slabs spandrel beams and other horizontal concrete members 26 22 Drawings 262222 Shop Drawings Fabrication Drawings for concrete formwork for Reinforcement Materials and for Special Construction must indicate concrete pressure calculations with both live and dead loads along with material types Provide all design calculations in accordance with ACI MCP 2 and ACI MCP 3 6 2 2 Reinforcing Steel ACI MCP 4 Indicate bending diagrams assembly diagrams splicing and laps of bars shapes dimensions and details of bar reinforcing accessories and concrete cover Do not scale dimensions from structural drawings to determine lengths of reinforcing bars 6 3 Control Submittals 26 3 3 Curing Concrete Elements Submit proposed materials and methods for curing concrete elements SECTION 03 30 00 Page 11 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNE
593. unless otherwise indicated Aluminum is not acceptable 10 CONCRETE AND REINFORCEMENT Concrete work shall have minimum 3000 psi compressive strength and conform to the requirements of Section 03 30 00 CAST IN PLACE CONCRETE 11 PADLOCKS Padlocks shall comply with Section 08 71 00 DOOR HARDWARE E SECTION 33 70 02 00 10 Page 9 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J PART 3 EXECUTION 3 1 EXAMINATION After becoming familiar with details of the work verify dimensions in the field and advise the Contracting Officer of any discrepancy before performing any work 32 INSTALLATION REQUIREMENTS As a minimum submit installation procedures for transformers substations switchgear and splices Procedures shall include cable pulling plans diagrams instructions and precautions required to install adjust calibrate and test the devices and equipment Equipment and devices shall be installed and energized in accordance with the manufacturer s published instructions Steel conduits installed underground shall be installed and protected from corrosion in conformance with the requirements of Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM Except as covered herein excavation trenching and backfi
594. ure that drain lines are unobstructed in order to prevent flooding of the facility Contractor shall be responsible for any flood damage resulting from flushing of the system Flushing shall be continued until entrained dirt and other foreign materials have been removed and until discharge water shows no discoloration All faucets and drinking water fountains to include any device considered as an end point device by NSF ANSI 61 Section 9 shall be flushed a minimum of 0 25 gallons per 24 hour period ten times over a 14 day period 32482 After Flushing System shall be drained at low points Strainer screens shall be removed cleaned and replaced After flushing and cleaning systems shall be prepared for testing by immediately filling water piping with clean fresh potable water Any stoppage discoloration or other damage to the finish furnishings or parts of the building due to the Contractor s failure to properly clean the piping system shall be repaired by the Contractor When the system flushing is complete the hot water system shall be adjusted for uniform circulation Flushing devices and automatic control systems shall be adjusted for proper operation according to manufacturer s instructions Comply with ASHRAE 90 1 IP for minimum efficiency requirements Unless more stringent local requirements exist lead levels shall not exceed limits established by 40 CFR 141 80 1 The wate
595. urface bonded to a closed cell foam substrate with uniform perforations intended for use with cathodic protection systems Rock shield shall overlap on itself no less than 6 inches Secure rock shield tightly to the pipe using either strapping tape or plastic ties Air filled cell type rock shields are prohibited 8 2 Exterior Coating Aboveground Piping Coat the exterior of aboveground steel piping flanges fittings nuts SECTION 33 52 10 Page 20 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J bolts washers valves and piping components as defined in this specification in accordance with Painting 28523 Equipment Components 28 321 Factory Coating Unless otherwise specified provide equipment and components fabricated from ferrous metal with the manufacturer s standard factory finish For equipment and component surfaces subject to temperatures above 120 degrees F the factory coating shall be appropriately designed for the temperature service 8 3 2 Field Painting Painting required for surfaces not otherwise specified shall be field painted as specified in Section 09 90 00 PAINTINGS AND COATINGS Do not paint stainless steel and aluminum surfaces Do not coat equipment or components provided with a complete factory coating Prior to any field painting clean surfaces to remove dust dirt rust oil
596. uring the clamping device shall be provided Polyethylene drains shall have fittings to adapt drain to waste piping SECTION 22 00 00 Page 14 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Polyethylene for floor drains shall conform to ASTM 01248 Drains shall have separate cast iron P trap circular body seepage pan and strainer unless otherwise indicated 2 5 1 2 Drains and Backwater Valves Drains and backwater valves installed in connection with waterproofed floors or shower pans shall be equipped with bolted type device to securely clamp flashing 205 o2 Area Drains Area drains shall be plain pattern with polished stainless steel perforated or slotted grate and bottom outlet The drain shall be circular or square with a 12 inch nominal overall width or diameter and 10 inch nominal overall depth Drains shall be cast iron with manufacturer s standard coating Grate shall be easily lifted out for cleaning Outlet shall be suitable for inside caulked connection to drain pipe Drains shall conform to ASME A112 6 3 2 5 3 Emergency Eyewash and Shower ANSI ISEA 2358 1 floor supported free standing unit Provide deluge shower head stay open ball valve operated by pull rod and ring or triangular handle Provide eyewash and stay open ball valve operated by foot treadle or push handle
597. use of burning at the project site for the disposal of refuse and debris will not be permitted 25 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 01 Preconstruction Submittals Existing Conditions SD 07 Certificates Demolition Plan 26 1 Dust Control Prevent the spread of dust and avoid the creation of a nuisance in the surrounding area Do not use water if it results in hazardous or objectionable conditions such as but not limited to flooding or pollution a RELOCATIONS Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer SECTION 02 41 00 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Ts 8 EXISTING CONDITIONS Before beginning any demolition work survey the site and examine the drawings and specifications to determin
598. used for the design The bracing for the following mechanical equipment and systems shall be developed by the Contractor 1 2 5 Items Not Covered By This Section T2275 Items Requiring No Seismic Restraints Seismic restraints are not required for the following items a Gas piping less than 1 inch inside diameter b Piping in boiler and mechanical equipment rooms less than 1 1 4 inches inside diameter C 11 other piping less than 2 1 2inches inside diameter d Rectangular air handling ducts less than 6 square feet in cross sectional area e Round air handling ducts less than 28 inches in diameter f Piping suspended by individual hangers 12 inches or less in length from the top of pipe to the bottom of the supporting structural member where the hanger is attached except as noted below SECTION 13 48 00 00 10 Page 3 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J g Ducts suspended by hangers 12 inches or less in length from the top of the duct to the bottom of the supporting structural member except as noted below In exemptions f and g all hangers shall meet the length requirements If the length requirement is exceeded by one hanger in the run the entire run shall be braced Interior piping and ducts not listed above shall be seismically protected in accordance with the provisio
599. used or salvaged shall become the property of the Contractor and shall be removed from Government property Title to materials resulting from demolition and materials and equipment to be removed is vested in the Contractor upon approval by the Contracting Officer of the Contractor s demolition deconstruction and removal procedures and authorization by the Contracting Officer to begin demolition and deconstruction The Government will not be responsible for the condition or loss of or damage to such property after contract award Showing for sale or selling materials and equipment on site is prohibited i22 Unsalvageable and Non Recyclable Material Dispose of unsalvageable and non recyclable combustible material in the sanitary fill area located off the site 22 CLEANUP Remove and transport the debris in a manner that prevents spillage on Streets or adjacent areas Apply local regulations regarding hauling and disposal End of Section SECTION 02 41 00 Page 5 NAS CSS PART 1 NSA 03 PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J SECTION TABLE OF CONTENTS DIVISION 02 EXISTING CONDITIONS SECTION 02 83 13 00 20 LEAD IN CONSTRUCTION GENERAL REFERENCES DEF w 000 10Y U01 0 1
600. ust or other lead contaminated debris or waste and to ensure that unprotected personnel are not exposed to hazardous concentrations of lead Describe this removal process in the Lead Compliance Plan 225252 Paint with Lead or Material Containing Lead Indoor Removal Perform manual removal in the lead control areas using enclosures barriers or containments Collect residue debris for disposal in accordance with federal State and local requirements 23232 Paint with Lead or Material Containing Lead Outdoor Removal Perform outdoor removal as indicated in federal State and local regulations and in the Lead Compliance Plan The worksite preparation barriers or containments shall be job dependent and presented in the Lead Compliance Plan x33 Personnel Exiting Procedures Whenever personnel exit the lead controlled area they shall perform the following procedures and shall not leave the work place wearing any clothing or equipment worn in the control area a Vacuum all clothing before entering the contaminated change room b Remove protective clothing in the contaminated change room and place them in an approved impermeable disposal bag c Wash hands and face at the site 4 FIELD QUALITY CONTROL 24 2 Tests SAT Air and Wipe Sampling Conduct sampling for lead in accordance with 29 CFR 1926 62 and as specified herein Air and wipe sampling shall
601. ve to enable isolation of the item for repair and maintenance without interfering with operation of other equipment or fixtures Supply piping to fixtures faucets hydrants shower heads and flushing devices shall be anchored to prevent movement SECTION 22 00 00 Page 16 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 3411 2 Cutting and Repairing The work shall be carefully laid out in advance and unnecessary cutting of construction shall be avoided Damage to building piping wiring or equipment as a result of cutting shall be repaired by mechanics skilled in the trade involved 3102128 Protection of Fixtures Materials Equipment Pipe openings shall be closed with caps or plugs during installation Fixtures and equipment shall be tightly covered and protected against dirt water chemicals and mechanical injury Upon completion of the work the fixtures materials and equipment shall be thoroughly cleaned adjusted and operated Safety guards shall be provided for exposed rotating equipment 3 1 1 4 Mains Branches and Runouts Piping shall be installed as indicated Pipe shall be accurately cut and worked into place without springing or forcing Structural portions of the building shall not be weakened Aboveground piping shall run parallel with the lines of the building unless otherwise indicat
602. ween 40 and 90 degrees F SECTION 07 92 00 Page 2 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 4 DELIVERY AND STORAGE Deliver materials to the job site in unopened manufacturers external shipping containers with brand names date of manufacture color and material designation clearly marked thereon Label elastomeric sealant containers to identify type class grade and use Carefully handle and store materials to prevent inclusion of foreign materials or subjection to sustained temperatures exceeding 90 degrees F or less than 60 degrees F QUALITY ASSURANCE 1 5 1 Compatibility with Substrate Verify that each of the sealants are compatible for use with joint substrates 1 552 Joint Tolerance Provide joint tolerances in accordance with manufacturer s printed instructions 1 6 SPECIAL WARRANTY Guarantee sealant joint against failure of sealant and against water penetration through each sealed joint for five years PART 2 PRODUCTS 2 1 SEALANTS Provide sealant that has been tested and found suitable for the substrates to which it will be applied 2 17 1 Interior Sealant Provide ASTM C920 Type S or M Grade NS Class 12 5 Use NT Location s and color s of sealant for the following LOCATION COLOR a Small voids between walls door frames and similar items Match adjacent surface color b Perimeter of frames at doors which ad
603. with all laws and provisions and all federal State or local regulations Ensure all waste is properly characterized The result of each waste characterization TCLP for RCRA materials will dictate disposal requirements b Contractor is responsible for segregation of waste Collect lead contaminated waste scrap debris bags containers equipment and lead contaminated clothing that may produce airborne concentrations of lead particles Label the containers in accordance with 29 CFR 1926 62 and 40 CFR 261 SECTION 02 83 13 00 20 Page 15 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J c Dispose of hazardous waste at an EPA approved hazardous waste treatment storage or disposal facility off Government property d Store hazardous waste in U S Department of Transportation 49 CFR 178 approved 55 gallon drums Properly label each drum to identify the type of waste 49 CFR 172 and the date the drum was filled For hazardous waste the collection drum requires marking labeling in accordance with 40 CFR 262 during the accumulation collection timeframe The Contracting Officer or an authorized representative will assign an area for interim storage of waste containing drums Do not store hazardous waste drums in interim storage longer than 90 calendar days from the date affixed to each drum e Handle sto
604. xes and Fittings for Use in Hazardous Classified Locations UL 943 2006 Reprint May 2010 Ground Fault SECTION 26 20 00 Page 6 NAS CSS Ts 1 NSA 03 RE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J Circuit Interrupters 2 DEF NITIONS Unless otherwise specified or indicated electrical and electronics terms used in these specifications and on the drawings shall be as defined in IEEE 100 3 SUBMITTALS Government approval is required for submittals with a G designation submittals not having a G designation are for information only When used a designation following the G designation identifies the office that will review the submittal for the Government The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES SD 02 Shop Drawings Panelboards G Include wiring diagrams and installation details of equipment indicating proposed location layout and arrangement control panels accessories piping ductwork and other items that must be shown to ensure a coordinated installation Wiring diagrams shall identify circuit terminals and indicate the internal wiring for each item of equipment and the interconnection between each item of equipment Drawings shall indicate adequate clearance for operation maintenance and replacement of operatin
605. ximum air content shall be 12 percent in cement lime mortar and 18 percent in masonry cement mortar Use up to 40 percent Class F fly ash with type IP cement in cement lime mortar Fly ash shall comply with ASTM C593 4 MASONRY MORTAR Type S mortar shall conform to ASTM C270 Cement shall have a low alkali content and be of one brand Aggregates shall be from one source 442 Hydrated Lime and Alternates Hydrated lime shall conform to ASTM C207 Type S 4 2 Cement Portland cement shall conform to ASTM C150 C150M Type I or II Masonry cement shall conform to ASTM C91 Type S Containers shall bear complete instructions for proportioning and mixing to obtain the required types of mortar Incorporate to the maximum extent without conflicting with other requirements of this section up to 40 percent fly ash up to 70 percent slag up to 10 percent cenospheres Sand and Water Sand shall conform to ASTM C144 Water shall be clean potable and free from substances which could adversely affect the mortar 25 GROUT AND READY MIXED GROUT I Grout shall conform to ASTM C476 fine Cement used in grout shall have a low alkali content Grout slump shall be between 8 and 10 inches Minimum grout strength shall be 2000 psi in 28 days as tested by ASTM C1019 Use grout subject to the limitations of Table Do not change proportions and do not use materials with different physical or chemica
606. y Pour Height feet Type Procedure 4 24 Coarse High Lift 3x4 Notes 1 The actual grout space or cell dimension shall be larger than the sum of the following items a The required minimum dimensions of total clear areas given in the table above b The width of any mortar projections within the space c The horizontal projections of the diameters of the horizontal reinforcing bars within a cross section of the grout space or cell 2 The minimum dimensions of the total clear areas shall be made up of one or more open areas with at least one area being 3 4 inch or greater in width 3 Where only cells of hol low masonry units containing reinforcement are grouted the maximum height of the pour shall not exceed the distance between horizontal SECTIO bond beams N 04 20 00 Page 17 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 347 BOND UJ EAMS Bond beams shall be filled with grout and reinforced as indicated on the drawings Grout barriers shall be installed under bond beam units to retain the grout as required Reinforcement shall be continuous including around corners except through control joints or expansion joints unless otherwise indicated on the drawings Where splices are required for continuity reinforcement shall be lapped 48 bar diameters A
607. y filled with mortar and tooled to match existing joints Immediately after grout work is completed scum and stains which have percolated through the masonry work shall be removed using a high pressure stream of water and a stiff bristled brush Masonry surfaces shall not be cleaned other than removing excess surface mortar until mortar in joints has hardened Masonry surfaces shall be left clean free of mortar daubs dirt stain and discoloration including scum from cleaning operations and with tight mortar joints throughout Metal tools and metal brushes shall not be used for cleaning 3 10 1 Dry Brushing a Exposed concrete masonry unit PROTECTION Protect facing materials against staining Cover top of walls with nonstaining waterproof covering or membrane when work is not in progress Covering of the top of the unfinished walls shall continue until the wall is waterproofed with a complete roof or parapet system Covering shall extend a minimum of 2 feet down on each side of the wall and shall be held securely in place Before starting or resuming top surface of masonry in SECTION 04 20 00 Page 18 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J place shall be cleaned of loose mortar and foreign material 2 TEST REPORTS 2242 Field Testing of Mortar T
608. y a service organization that can provide service within 24 hours of notification 2 NAMEPLATES Major components of equipment shall have the manufacturer s name address type or style voltage and current rating and catalog number noncorrosive and nonheat sensitive plate which is securely attached to the equipment 13 CONTROL PANEL Control Panel shall be compatible with the existing Notifier Alarm system serving Building 9 and shall comply with the applicable requirements of UL 864 Panel shall be modular installed in a surface mounted steel cabinet with hinged door and cylinder lock Control panel shall be a clean uncluttered and orderly assembled panel containing components and quipment required to provide the specified operating and supervisory functions of the system The panel shall have prominent rigid plastic phenolic or metal identification plates for LED LCDs zones SLC controls meters fuses and switches a Nameplates for fuses shall also include ampere rating The LED LCD displays shall be located on the exterior of the cabinet door or be visible through the cabinet door Control panel switches shall be within the locked cabinet suitable means single operation shall be provided for testing the control panel visual indicating devices meters or LEDs LCDs Meters and LEDs shall be plainly visible when the cabinet door is closed Signals and LEDs
609. y attached to pipe flanges or similar shall not be used where it would interfere with SECTION 13 48 00 00 10 Page 5 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J thermal expansion of piping 3 2 BUILDING DRIFT Joints capable of accommodating seismic displacements shall be provided for vertical piping between floors of the building where pipes pass through a building seismic or expansion joint or where rigidly supported pipes connect to equipment with vibration isolators Horizontal piping across expansion joints shall accommodate the resultant of the drifts of each building unit in each orthogonal direction For threaded piping swing joints made of the same piping material shall be provided For piping with manufactured ball joints the seismic drift shall be 0 015 feet per foot of height above the base where the seismic separation occurs this drift value shall be used in place of the expansion given in the manufacturer s selection table 3 3 FLEXIBLE COUPLINGS OR JOINTS 395 4 Building Piping Flexible couplings or joints in building piping shall be provided at bottom of all pipe risers for pipe larger than 3 1 2 inches in diameter Flexible couplings or joints shall be braced laterally without interfering with the action of the flexible coupling or joi
610. zed piping Fittings into which sprinklers drop nipples or riser nipples sprigs are screwed shall be threaded type Plain end fittings with mechanical couplings fittings that use steel gripping devices to bite into the pipe and segmented welded fittings shall not be used 25 23 Grooved Mechanical Joints and Fittings Joints and fittings shall be designed for not less than 175 psi service and shall be the product of the same manufacturer segmented welded fittings shall not be used Fitting and coupling houses shall be malleable iron conforming to ASTM A47 A47M Grade 32510 ductile iron conforming to ASTM A536 Grade 65 45 12 Gasket shall be the flush type that fills the entire cavity between the fitting and the pipe Nuts and bolts shall be heat treated steel conforming to ASTM A183 and shall be cadmium plated or zinc electroplated 2541024 Flanges Flanges shall conform to NFPA 13 and ASME B16 1 Gaskets shall be non asbestos compressed material in accordance with ASME B16 21 1 16 inch thick and full face or self centering flat ring type SECTION 21 13 13 00 10 Page 10 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 25175 Bolts Nut and Washers Bolts shall be conform to ASTM A449 Type 1 and shall extend no less than three full threads beyond the nut with bolts
611. zing filler metal b Soldered Soldered joints shall be made with flux and are only acceptable for piping 2 inches and smaller Soldered joints shall conform to ASME B31 5 and CDA 4015 Soldered joints shall not be used in compressed air piping between the air compressor and the receiver c Copper Tube Extracted Joint Mechanically extracted joints shall be made in accordance with ICC IPC 3220227 Plastic Pipe Acrylonitrile Butadiene Styrene ABS pipe shall have joints made with solvent cement PVC and CPVC pipe shall have joints made with solvent cement elastomeric threading threading of Schedule 80 Pipe is allowed only where required for disconnection and inspection threading of Schedule 40 Pipe is not allowed or mated flanged 3 14 28 Polypropylene Pipe Joints for polypropylene pipe and fittings shall be made by heat fusion welding socket type or butt fusion type fittings and shall comply with ASTM F2389 SECTION 22 00 00 Page 19 NSA 03 NAS CSS FIRE PUMP REPLACEMENT BUILDING 9 KUNIA TUNNEL OAHU HI RJ000081J 1 2 9 Other Joint Methods 3 Dissimilar Pipe Materials Connections between ferrous and non ferrous copper water pipe shall be made with dielectric unions or flange waterways Dielectric waterways shall have temperature and pressure rating equal to or greater than that specified for the c

Specs - Centennial Contractors Enterprises, Inc.

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