Attachment J03.2 U&O Health Center Construction Specifications Vol 2.pdf
PDF 4 MB Posted
- Solicitation number
- 75H70122R00005
About this file
This Request for Proposal solicits construction services for the Fort Duchesne PHS Indian Health Clinic Renovation project. The estimated construction value is over $10 million. The performance period for the contract is 365 calendar days from the notice to proceed. This is a total small business set-aside competition. A site visit is scheduled for interested offerors. The Indian Health Service is the contracting federal agency. Responses are due by the date specified in the RFP.
View the file
Other files
Show all 25
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
JZW Architecture U&O Health Center 135 East Center Street North Salt Lake, Utah 84054
19103 U&O Health Center Remodel Specifications
6932 E 1400 S Fort Duchesne, Utah
August 5, 2020
VOLUME 2
DIVISION 21 – DIVISION 28
Project Owner: Phoenix Area Indian Health Service
JZW Architects 135 E Center St.
North Salt Lake, UT 84054 801-936-1343
JZW Architects U&O Health Center
VOLUME 1
INDEX TO SPECIFICATIONS
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
Refer to IHS Contract Documents
DIVISION 01 - GENERAL REQUIREMENTS
011000 Summary 013200 Construction Progress Documentation 013233 Photographic Documentation 013300 Submittal Procedures 014000 Quality Requirements 014200 References 015000 Temporary Facilities and Controls
015000.10 Temporary Staff Facilities and Controls
016000 Product Requirements 017300 Execution 017400 Warranties 017419 Construction Waste Management and Disposal 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents 017900 Demonstration and Training 019113 General Commissioning Requirements
DIVISION 02 – EXISTING CONDITIONS
023126 Existing Hazardous Material Information 023132 Geotechnical Data Geotechnical Report from Rollins, Brown & Gunnel, October 1980 024119 Selective Demolition
DIVISION 03 – CONCRETE
033000 Cast-in-place Concrete 033500 Polished Concrete Finishing
DIVISION 04 – MASONRY
040110 Masonry Cleaning
040120.63 Brick Masonry Repair
040120.64 Brick Masonry Repointing
042613 Masonry Veneer
DIVISION 05 – METALS
051200 Structural Steel Framing 052100 Steel Joist Framing
North Salt Lake, Utah 84054
053100 Steel Deck 054000 Cold-Formed Metal Framing 055113 Metal Stairs
DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES
061053 Miscellaneous Rough Carpentry 061600 Sheathing 062023 Interior Finish Carpentry 064116 Plastic-Laminate-Clad Architectural Cabinets
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
072100 Thermal Insulation 072500 Weather Barriers 072600 Vapor Retarders 072726 Fluid-Applied Membrane Air Barriers 074213 Metal Wall and Roof Panels 074293 Soffit Panels 076200 Sheet Metal Flashing and Trim 077100 Roof Specialties 077200 Roof Accessories 077253 Snow Guards 079200 Joint Sealants 079219 Acoustical Joint Sealants
DIVISION 08 – OPENINGS
081113 Hollow Metal Doors 081213 Hollow Metal Frames 081416 Flush Wood Doors 083113 Access Doors and Frames 083323 Overhead Coiling Doors 083449 Radiation Shielding Frames 083473 Interior Sliding Wood Sound Control Door Assemblies 084113 Aluminum-Framed Entrances 084313 Aluminum-Framed Storefronts 085668 Bullet Resistant Stainless Steel Transaction Window 086300 Metal Framed Skylights 087100 Door Hardware 088000 Glazing 089119 Fixed Louvers
DIVISION 09 – FINISHES
092216 Drywall Penetration Barrier Mesh 092400 Cement Plastering 092900 Gypsum Board 093013 Ceramic Tile 095123 Acoustical Tile Ceilings 096513 Resilient Base and Accessories 096516 Resilient Sheet Flooring
North Salt Lake, Utah 84054
096519 Resilient Tile Flooring 096521 Rubber Tile Flooring (Thermoset Rubber) 096813 Tile Carpeting 097200 Wall Coverings 099113 Exterior Painting 099123 Interior Painting
DIVISION 10 – SPECIALTIES
101423.16 Room-Identification Panel Signage
101426 Post and Panel Signage 102123 Cubicle Curtains and Track 102217 Modular Partitions 102600 Wall and Door Protection 102800 Toilet, Bath, and Laundry Accessories 104413 Fire Protection Cabinets 104416 Fire Extinguishers 105100 Day Use Lockers 105123 Plastic-Laminate-Clad Lockers
105613.01 Metal Storage Shelving (FrameWRX)
105613.02 Four-Post Metal Storage Shelving
105626.13 Mobile Storage Shelving Units (Mechanically-Assisted) 107300 Protective Covers
DIVISION 11 – EQUIPMENT
117000 Medical Equipment
DIVISION 12 – FURNISHINGS
123553.13 Metal Laboratory Casework
125000 Furniture
DIVISION 13 – SPECIAL CONSTRUCTION
134900 X-Ray Protection
VOLUME 2
DIVISION 21 – FIRE SUPPRESSION
210517 Sleeves and Sleeve Seals for Fire-Suppression Piping 210518 Escutcheons for Fire-Suppression Piping 210523 Genera-Duty Valves for Water-Based Fire-Suppression Piping 210529 Hangers and Supports for Fire Suppression Piping and Equipment 210548 Vibration and Seismic Controls for Fire-Suppression Piping and Equipment 210553 Identification for Fire-Suppression Piping and Equipment 211313 Wet-Pipe Sprinkler System
DIVISION 22 – PLUMBING
220513 Common Motor Requirements for Plumbing Equipment 220517 Sleeves and Sleeve Seals for Plumbing Piping 220518 Escutcheons for Plumbing Piping 220519 Meters and Gages for Plumbing Piping
220523.12 Ball Valves for Plumbing Piping
220523.14 Check Valves for Plumbing Piping
220529 Hangers and Supports for Plumbing Piping and Equipment 220548 Vibration and Seismic Controls for Plumbing Piping and Equipment 220553 Identification for Plumbing Piping and Equipment 220719 Plumbing Piping Insulation 221116 Domestic Water Piping 221119 Domestic Water Piping Specialties
221123.21 Inline, Domestic-Water Pumps
221316 Sanitary Waste and Vent Piping 221319 Sanitary Waste Piping Specialties
221319.13 Sanitary Drains
223200 Domestic Water Filtration Equipment 223400 Fuel-Fired, Domestic-Water Heaters 224100 Residential Plumbing Fixtures
224216.13 Commercial Lavatories
224216.16 Commercial Sinks
224500 Emergency Plumbing Fixtures 224716 Pressure Water Coolers 226113 Compressed-Air Piping for Laboratory and Healthcare Facilities 226213 Vacuum Piping for Laboratory and Healthcare Facilities
DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
230513 Common Motor Requirements for HVAC Equipment 230517 Sleeves and Sleeve Seals for HVAC Piping 230518 Escutcheons for HVAC Piping 230519 Meters and Gages for HVAC Piping
230523.12 Ball Valves for HVAC Piping
230523.13 Butterfly Valves for HVAC Piping
230523.14 Check Valves for HVAC Piping
North Salt Lake, Utah 84054
230523.16 Plug Valves for HVAC Piping
230529 Hangers and Supports for HVAC Piping and Equipment 230548 Vibration and Seismic Controls for HVAC 230553 Identification for HVAC Piping and Equipment 230593 Testing, Adjusting, and Balancing for HVAC 230713 Duct Insulation 230719 HVAC Piping Insulation 230923 Direct Digital Control (DDC) System for HVAC 231123 Facility Natural-Gas Piping 232113 Hydronic Piping 232116 Hydronic Piping Specialties 232123 Hydronic Pumps 233113 Metal Ducts 233300 Air Ducts Accessories 233346 Flexible Ducts 233416 Centrifugal HVAC Fans 233423 HVAC Power Ventilators 233600 Air Terminal Units
233713.13 Air Diffusers
233713.23 Registers and Grilles
235216 Condensing Boilers
236423.13 Air-Cooled, Scroll Water Chillers
237313.16 Indoor, Semi-Custom Air-Handling Units
238126 Split-System Air Conditioners
DIVISION 26 – ELECTRICAL
260519 Low-Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems 260533 Raceways and Boxes for Electrical Systems 260544 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 260548 Seismic Controls for Electrical Systems 260553 Identification for Electrical Systems 260573 Arc-Flash Hazard Analysis 260923 Lighting Control Devices 260943 Relay-Based Lighting Controls 262416 Panelboards 262726 Wiring Devices 262813 Fuses 262816 Enclosed Switches and Circuit Breakers 263213 Gaseous Emergency Engine Generators 263600 Transfer Switches 264313 Surge Protection for Low-Voltage Electrical Power Circuits 265119 Led Interior Lighting 265213 Emergency and Exit Lighting 265613 Lighting Poles and Standards 265619 Led Exterior Lighting
DIVISION 27 – COMMUNICATIONS
270526 Grounding and Bonding for Communications Systems
North Salt Lake, Utah 84054
270528 Pathways for Communications Systems 270529 Hangers and Supports for Communications Systems 270536 Cable Trays for Communications Systems 270544 Sleeves and Sleeve Seals for Communications Pathways and Cabling 270548 Seismic Controls for Communications Systems 270553 Identification for Communications Systems 271116 Communications Racks, Frames, and Enclosures 271513 Communications Copper Horizontal Cabling 271523 Communications Optical Fiber Horizontal Cabling
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
281500 Access Control Hardware Devices 281800 Intrusion Detection System 282000 Video Surveillance 284621 Addressable Fire-Alarm Systems
VOLUME 3
DIVISION 31 – EARTHWORK
311000 Site Clearing 312000 Earth Moving
DIVISION 32 – EXTERIOR IMPROVEMENTS
321216 Asphalt Paving 321313 Concrete Paving 321723 Pavement Markings 328400 Planting Irrigation 329113 Soil Preparation 329200 Turf and Grasses 329300 Plants
DIVISION 33 – UTILITIES
330500 Common Work Results for Utilities
APPENDIX A – ROOM BY ROOM REMODELED BUILDING
Part 1 FFE Room by Room Part 2 Furniture Room by Room Part 3 Medical Equipment Room by Room
APPENDIX B – ROOM BY ROOM EQUIPMENT MOVING DOCUMENTS
Part 1 FFE & Furniture Moving Documents Part 2 Medical Equipment Moving Documents
APPENDIX C – IHS REFERENCED DOCUMENTS
Part 1 Commissioning Appendix from IHS A/E Design Guide 2016
SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION
PIPING
210517 - 1/2
SECTION 210517 - SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Sleeves.
2. Grout.
3. Silicone sealants.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
1.3 INFORMATIONAL SUBMITTALS
A. Field quality-control reports.
PART 2 - PRODUCTS
2.1 SLEEVES
A. Steel Pipe Sleeves: ASTM A53/A53M, Type E, Grade B, Schedule 40, anticorrosion coated or galvanized, with plain ends and integral welded waterstop collar.
2.2 GROUT
A. Description: Nonshrink, for interior and exterior sealing openings in non-fire-rated walls or floors.
B. Standard: ASTM C1107/C1107M, Grade B, post-hardening and volume-adjusting, dry, hydraulic-cement grout.
C. Design Mix: 5000-psi, 28-day compressive strength.
D. Packaging: Premixed and factory packaged.
SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION
PIPING
210517 - 2/2
2.3 SILICONE SEALANTS
A. Silicone, S, NS, 25, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant, ASTM C920, Type S, Grade NS, Class 25, Use NT.
B. Silicone, S, P, 25, T, NT: Single-component, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, neutral-curing silicone joint sealant;
ASTM C920, Type S, Grade P, Class 25, Uses T and NT. Grade P Pourable (self-leveling) formulation is for opening in floors and other horizontal surfaces that are not fire rated.
PART 3 - EXECUTION
3.1 SLEEVE INSTALLATION
A. Install sleeves for piping passing through penetrations in partitions, and walls.
B. Install sleeves for pipes passing through interior partitions.
1. Cut sleeves to length for mounting flush with both surfaces.
2. Install sleeves that are large enough to provide 1/4-inch annular clear space between sleeve and pipe or pipe insulation.
3. Seal annular space between sleeve and piping or piping insulation; use joint sealants appropriate for size, depth, and location of joint.
C. Fire-Resistance-Rated Penetrations, Horizontal Assembly Penetrations, and Smoke Barrier
Penetrations: Maintain indicated fire or smoke rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with fire- and smoke-stop materials. Comply with requirements for firestopping and fill materials specified in Section 078413 "Penetration
Firestopping."
3.2 SLEEVE AND SLEEVE-SEAL SCHEDULE
A. Use sleeves and sleeve seals for the following piping-penetration applications:
1. Concrete Slabs above Grade:
a. Steel pipe sleeves.
2. Interior Partitions:
a. Steel pipe sleeves.
END OF SECTION 210517
ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING 210518 - 1/2
SECTION 210518 - ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Escutcheons.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
PART 2 - PRODUCTS
2.1 ESCUTCHEONS
A. One-Piece, Steel Type: With polished, chrome-plated finish and setscrew fastener.
B. One-Piece, Stamped-Steel Type: With polished, chrome-plated finish and spring-clip fasteners.
C. Split-Plate, Stamped-Steel Type: With polished, chrome-plated finish; concealed hinge; and spring-clip fasteners.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install escutcheons for piping penetrations of walls, ceilings, and finished floors.
B. Install escutcheons with ID to closely fit around pipe, tube, and insulation of piping and with
OD that completely covers opening.
1. Escutcheons for New Piping and Relocated Existing Piping:
a. Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep pattern.
b. Chrome-Plated Piping: One-piece cast brass with polished, chrome-plated finish.
c. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece steel with polished, chrome-plated finish.
d. Bare Piping at Ceiling Penetrations in Finished Spaces: One-piece steel with polished, chrome-plated finish.
ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING 210518 - 2/2
2. Escutcheons for Existing Piping to Remain:
a. Chrome-Plated Piping: Split-plate, stamped steel with concealed hinge with polished, chrome-plated finish.
b. Bare Piping at Wall and Floor Penetrations in Finished Spaces: Split-plate, stamped steel with concealed hinge with polished, chrome-plated finish.
c. Bare Piping at Ceiling Penetrations in Finished Spaces: Split-plate, stamped steel with concealed hinge with polished, chrome-plated finish.
3.2 FIELD QUALITY CONTROL
A. Using new materials, replace broken and damaged escutcheons and floor plates.
END OF SECTION 210518
GENERAL-DUTY VALVES FOR WATER-BASED FIRE-
SUPPRESSION PIPING
210523 - 1/5
SECTION 210523 - GENERAL-DUTY VALVES FOR WATER-BASED FIRE-SUPPRESSION
PIPING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Iron butterfly valves with indicators.
2. Check valves.
3. Iron OS&Y gate valves.
4. NRS gate valves.
5. Indicator posts.
6. Trim and drain valves.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of valve.
PART 2 - PRODUCTS
2.1 SOURCE LIMITATIONS
A. Obtain each type of valve from single manufacturer.
2.2 PERFORMANCE REQUIREMENTS
A. UL Listed: Valves shall be listed in UL's "Online Certifications Directory" under the headings listed below and shall bear UL mark:
1. Fire Main Equipment: HAMV - Main Level.
a. Indicator Posts, Gate Valve: HCBZ - Level 1.
b. Ball Valves, System Control: HLUG - Level 3.
c. Butterfly Valves: HLXS - Level 3.
d. Check Valves: HMER - Level 3.
e. Gate Valves: HMRZ - Level 3.
2. Sprinkler System & Water Spray System Devices: VDGT - Main Level.
a. Valves, Trim and Drain: VQGU - Level 1.
210523 - 2/5
B. FM Global Approved: Valves shall be listed in its "Approval Guide," under the headings listed below:
1. Automated Sprinkler Systems:
a. Indicator posts.
b. Valves.
1) Gate valves.
2) Check valves
3) Miscellaneous valves.
C. ASME Compliance:
1. ASME B1.20.1 for threads for threaded-end valves.
2. ASME B16.1 for flanges on iron valves.
3. ASME B31.9 for building services piping valves.
D. AWWA Compliance: Comply with AWWA C606 for grooved-end connections.
E. NFPA Compliance for valves:
1. Comply with NFPA 13, NFPA 14, NFPA 20, and NFPA 24.
F. Valve Pressure Ratings: Not less than the minimum pressure rating indicated or higher, as required by system pressures.
G. Valve Sizes: Same as upstream piping unless otherwise indicated.
H. Valve Actuator Types:
1. Worm-gear actuator with handwheel for quarter-turn valves, except for trim and drain valves.
2. Handwheel: For other than quarter-turn trim and drain valves.
3. Handlever: For quarter-turn trim and drain valves NPS 2 and smaller.
2.3 IRON BUTTERFLY VALVES WITH INDICATORS
A. Description:
1. Standard: UL 1091 and FM Global standard for indicating valves, (butterfly or ball type), Class Number 112.
2. Minimum Pressure Rating: 175 psig.
3. Body Material: Cast or ductile iron with nylon, EPDM, epoxy, or polyamide coating.
4. Seat Material: EPDM.
5. Stem: Stainless steel.
6. Disc: Ductile iron, nickel plated and EPDM or SBR coated.
7. Actuator: Worm gear.
8. Supervisory Switch: Internal or external.
210523 - 3/5
2.4 CHECK VALVES
A. Description:
1. Standard: UL 312 and FM Global standard for swing check valves, Class Number 1210.
2. Minimum Pressure Rating: 175 psig.
3. Type: Single swing check.
4. Body Material: Cast iron, ductile iron, or bronze.
5. Clapper: Bronze, ductile iron, or stainless steel with elastomeric seal.
6. Clapper Seat: Brass, bronze, or stainless steel.
7. Hinge Shaft: Bronze or stainless steel.
8. Hinge Spring: Stainless steel.
9. End Connections: Flanged, grooved, or threaded.
2.5 IRON OS&Y GATE VALVES
A. Description:
1. Standard: UL 262 and FM Global standard for fire-service water control valves (OS&Y-and NRS-type gate valves).
2. Minimum Pressure Rating: 175 psig.
3. Body and Bonnet Material: Cast or ductile iron.
4. Wedge: Cast or ductile iron, or bronze with elastomeric coating.
5. Wedge Seat: Cast or ductile iron, or bronze with elastomeric coating.
6. Stem: Brass or bronze.
7. Packing: Non-asbestos PTFE.
8. Supervisory Switch: External.
2.6 NRS GATE VALVES
A. Description:
1. Standard: UL 262 and FM Global standard for fire-service water control valves (OS&Y-and NRS-type gate valves).
2. Minimum Pressure Rating: 175 psig.
3. Body and Bonnet Material: Cast or ductile iron.
4. Wedge: Cast or ductile iron with elastomeric coating.
5. Wedge Seat: Cast or ductile iron, or bronze with elastomeric coating.
6. Stem: Brass or bronze.
7. Packing: Non-asbestos PTFE.
8. Supervisory Switch: External.
2.7 INDICATOR POSTS
A. Description:
1. Standard: UL 789 and FM Global standard for indicator posts.
210523 - 4/5
2. Base Barrel Material: Cast or ductile iron.
3. Extension Barrel: Cast or ductile iron.
4. Cap: Cast or ductile iron.
2.8 TRIM AND DRAIN VALVES
A. Ball Valves:
1. Description:
a. Pressure Rating: 175 psig.
b. Body Design: Two piece.
c. Body Material: Forged brass or bronze.
d. Port size: Full or standard.
e. Seats: PTFE.
f. Stem: Bronze or stainless steel.
g. Ball: Chrome-plated brass.
h. Actuator: Handlever.
i. End Connections for Valves NPS 1 through NPS 2-1/2: Threaded ends.
j. End Connections for Valves NPS 1-1/4 and NPS 2-1/2: Grooved ends.
B. Angle Valves:
1. Description:
a. Pressure Rating: 175 psig.
b. Body Material: Brass or bronze.
c. Ends: Threaded.
d. Stem: Bronze.
e. Disc: Bronze.
f. Packing: Asbestos free.
g. Handwheel: Malleable iron, bronze, or aluminum.
C. Globe Valves:
1. Description:
a. Pressure Rating: 175 psig.
b. Body Material: Bronze with integral seat and screw-in bonnet.
c. Ends: Threaded.
d. Stem: Bronze.
e. Disc Holder and Nut: Bronze.
f. Disc Seat: Nitrile.
g. Packing: Asbestos free.
h. Handwheel: Malleable iron, bronze, or aluminum.
210523 - 5/5
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Comply with requirements in the following Sections for specific valve-installation requirements and applications:
1. Section 211100 "Facility Fire-Suppression Water-Service Piping" for application of valves in fire-suppression water-service piping.
2. Section 211200 "Fire-Suppression Standpipes" for application of valves in fire-suppression standpipes.
3. Section 211313 "Wet-Pipe Sprinkler Systems" for application of valves in wet-pipe, fire-suppression sprinkler systems.
4. Section 211316 "Dry-Pipe Sprinkler Systems" for application of valves in dry-pipe, fire-suppression sprinkler systems.
5. Section 211339 "Foam-Water Systems" for application of valves in AFFF piping.
B. Install listed fire-protection shutoff valves supervised-open, located to control sources of water supply, except from fire-department connections. Install permanent identification signs, indicating portion of system controlled by each valve.
C. Install double-check valve assembly in each fire-protection water-supply connection.
D. Install valves having threaded connections with unions at each piece of equipment arranged to allow easy access, service, maintenance, and equipment removal without system shutdown.
Provide separate support where necessary.
E. Install valves in horizontal piping with stem at or above the pipe center.
F. Install valves in position to allow full stem movement.
G. Install valve tags. Comply with requirements in Section 210553 "Identification for Fire-
Suppression Piping and Equipment" for valve tags and schedules and signs on surfaces concealing valves; and the NFPA standard applying to the piping system in which valves are installed. Install permanent identification signs indicating the portion of system controlled by each valve.
END OF SECTION 210523
HANGERS AND SUPPORTS FOR FIRE SUPRESSION PIPING
AND EQUIPMENT
210529 - 1/8
SECTION 210529 - HANGERS AND SUPPORTS FOR FIRE SUPRESSION PIPING AND
EQUIPMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Metal pipe hangers and supports.
2. Trapeze pipe hangers.
3. Thermal hanger-shield inserts.
4. Fastener systems.
5. Equipment supports.
B. Related Requirements:
1. Section 055000 "Metal Fabrications" for structural-steel shapes and plates for trapeze hangers for pipe and equipment supports.
2. Section 210516 "Expansion Fittings and Loops for Fire-Suppression Piping" for pipe guides and anchors.
3. Section 210548 "Vibration and Seismic Controls for Fire-Suppression Piping and
Equipment" for vibration isolation devices and seismic restraints.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: Signed and sealed by a qualified professional engineer. Show fabrication and installation details and include calculations.
C. Delegated-Design Submittal: For trapeze hangers indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.
1.3 INFORMATIONAL SUBMITTALS
A. Welding certificates.
1.4 QUALITY ASSURANCE
A. Structural-Steel Welding Qualifications: Qualify procedures and personnel according to
AWS D1.1/D1.1M.
210529 - 2/8
B. Pipe Welding Qualifications: Qualify procedures and operators according to "2015 ASME
Boiler and Pressure Vessel Code, Section IX."
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000
"Quality Requirements," to design trapeze pipe hangers and equipment supports.
B. Structural Performance: Hangers and supports for fire-suppression piping and equipment shall withstand the effects of gravity loads and stresses within limits and under conditions indicated according to ASCE/SEI 7.
1. Design supports for multiple pipes, including pipe stands, capable of supporting combined weight of supported systems, system contents, and test water.
2. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components.
3. Design seismic-restraint hangers and supports for piping and equipment and obtain approval from authorities having jurisdiction.
C. NFPA Compliance: Comply with NFPA 13.
D. UL Compliance: Comply with UL 203.
2.2 METAL PIPE HANGERS AND SUPPORTS
A. Carbon-Steel Pipe Hangers and Supports:
1. Description: Factory-fabricated components, NFPA approved, UL listed, or FM approved for fire-suppression piping support.
2. Galvanized Metallic Coatings: Pregalvanized or hot-dip galvanized.
3. Hanger Rods: Continuous-thread rod, nuts, and washer made of carbon steel.
B. Copper Pipe and Tube Hangers:
1. Description: Copper-coated-steel, factory-fabricated components, NFPA approved, UL listed, or FM approved for fire-suppression piping support.
2. Hanger Rods: Continuous-thread rod, nuts, and washer made of copper-coated steel or stainless steel.
2.3 TRAPEZE PIPE HANGERS
A. Description: MSS SP-58, Type 59, shop- or field-fabricated pipe-support assembly, made from structural-carbon-steel shapes, with NFPA-approved, UL-listed, or FM-approved carbon-steel hanger rods, nuts, saddles, and U-bolts.
210529 - 3/8
2.4 FASTENER SYSTEMS
A. Powder-Actuated Fasteners: NFPA-approved, UL-listed, or FM-approved threaded-steel stud, for use in hardened portland cement concrete, with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used.
B. Mechanical-Expansion Anchors: NFPA-approved, UL-listed, or FM-approved, insert-wedge-type anchors, for use in hardened portland cement concrete; with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used.
1. Indoor Applications: Zinc-coated or Stainless steel.
2. Outdoor Applications: Stainless steel.
2.5 EQUIPMENT SUPPORTS
A. Description: NFPA-approved, UL-listed, or FM-approved, welded, shop- or field-fabricated equipment support, made from structural-carbon-steel shapes.
2.6 MATERIALS
A. Aluminum: ASTM B221.
B. Carbon Steel: ASTM A1011/A1011M.
C. Structural Steel: ASTM A36/A36M, carbon-steel plates, shapes, and bars; black and galvanized.
D. Stainless Steel: ASTM A240/A240M.
E. Grout: ASTM C1107/C1107M, factory-mixed and -packaged, dry, hydraulic-cement, nonshrink and nonmetallic grout, suitable for interior and exterior applications.
1. Properties: Nonstaining, noncorrosive, and nongaseous.
2. Design Mix: 5000-psi, 28-day compressive strength.
PART 3 - EXECUTION
3.1 APPLICATION
A. Comply with requirements in Section 078413 "Penetration Firestopping" for firestopping materials and installation, for penetrations through fire-rated walls, ceilings, and assemblies.
B. Strength of Support Assemblies: Where not indicated, select sizes of components, so strength will be adequate to carry present and future static loads within specified loading limits.
Minimum static design load used for strength determination shall be weight of supported components plus 200 lb.
210529 - 4/8
3.2 HANGER AND SUPPORT INSTALLATION
A. Metal Pipe-Hanger Installation: Comply with installation requirements of approvals and listings. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure.
B. Metal Trapeze Pipe-Hanger Installation: Comply with MSS SP-58. Arrange for grouping of parallel runs of horizontal piping, and support together on field-fabricated trapeze pipe hangers.
1. Pipes of Various Sizes: Support together and space trapezes for smallest pipe size, or install intermediate supports for smaller-diameter pipes as specified for individual pipe hangers.
2. Field fabricate from ASTM A36/A36M carbon-steel shapes selected for loads being supported. Weld steel according to AWS D1.1/D1.1M.
C. Thermal Hanger-Shield Installation: Install in pipe hanger or shield for insulated piping.
D. Fastener System Installation:
1. Install powder-actuated fasteners for use in lightweight concrete or concrete slabs less than 4 inches thick in concrete, after concrete is placed and completely cured. Use operators that are licensed by powder-actuated tool manufacturer. Install fasteners according to powder-actuated tool manufacturer's operating manual. Install in accordance with approvals and listings.
2. Install mechanical-expansion anchors in concrete, after concrete is placed and completely cured. Install fasteners according to manufacturer's written instructions. Install in accordance with approvals and listings.
E. Install hangers and supports complete with necessary attachments, inserts, bolts, rods, nuts, washers, and other accessories.
F. Equipment Support Installation: Fabricate from welded-structural-steel shapes.
G. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units.
H. Install lateral bracing with pipe hangers and supports to prevent swaying.
I. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges, and strainers, NPS 2-1/2 and larger and at changes in direction of piping. Install concrete inserts before concrete is placed; fasten inserts to forms, and install reinforcing bars through openings at top of inserts.
J. Load Distribution: Install hangers and supports, so that piping live and dead loads and stresses from movement will not be transmitted to connected equipment.
K. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and to not exceed maximum pipe deflections allowed by ASME B31.9 for building services piping.
210529 - 5/8
L. Insulated Piping:
1. Attach clamps and spacers to piping.
a. Piping Operating Above Ambient Air Temperature: Clamp may project through insulation.
b. Piping Operating Below Ambient Air Temperature: Use thermal hanger-shield insert with clamp sized to match OD of insert.
c. Do not exceed pipe stress limits allowed by ASME B31.9 for building services piping.
2. Install MSS SP-58, Type 39 protection saddles if insulation without vapor barrier is indicated. Fill interior voids with insulation that matches adjoining insulation.
a. Option: Thermal hanger-shield inserts may be used. Include steel weight-distribution plate for pipe NPS 4 and larger if pipe is installed on rollers.
3. Install MSS SP-58, Type 40 protective shields on cold piping with vapor barrier. Shields shall span an arc of 180 degrees.
a. Option: Thermal hanger-shield inserts may be used. Include steel weight-distribution plate for pipe NPS 4 and larger if pipe is installed on rollers.
4. Shield Dimensions for Pipe: Not less than the following:
a. NPS 1/4 to NPS 3-1/2: 12 inches long and 0.048 inch thick.
b. NPS 4: 12 inches long and 0.06 inch thick.
c. NPS 5 and NPS 6: 18 inches long and 0.06 inch thick.
d. NPS 8 to NPS 14: 24 inches long and 0.075 inch thick.
e. NPS 16 to NPS 24: 24 inches long and 0.105 inch thick.
5. Pipes NPS 8 and Larger: Include wood or reinforced calcium-silicate-insulation inserts of length at least as long as protective shield.
6. Thermal Hanger Shields: Install with insulation of same thickness as piping insulation.
3.3 EQUIPMENT SUPPORTS
A. Fabricate structural-steel stands to suspend equipment from structure overhead or to support equipment above floor.
B. Grouting: Place grout under supports for equipment, and make bearing surface smooth.
C. Provide lateral bracing, to prevent swaying, for equipment supports.
3.4 METAL FABRICATIONS
A. Cut, drill, and fit miscellaneous metal fabrications for trapeze pipe hangers and equipment supports.
210529 - 6/8
B. Fit exposed connections together to form hairline joints. Field weld connections that cannot be shop welded because of shipping size limitations.
C. Field Welding: Comply with AWS D1.1/D1.1M procedures for shielded, metal arc welding;
appearance and quality of welds; and methods used in correcting welding work.
3.5 ADJUSTING
A. Hanger Adjustments: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe.
B. Trim excess length of continuous-thread hanger and support rods to 1-1/2 inches.
3.6 PAINTING
A. Touchup: Clean field welds and abraded, shop-painted areas. Paint exposed areas immediately after erecting hangers and supports. Use same materials as those used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces.
1. Apply paint by brush or spray to provide a minimum dry film thickness of 2.0 mils.
B. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas, and apply galvanizing-repair paint to comply with ASTM A780/A780M.
3.7 HANGER AND SUPPORT SCHEDULE
A. Specific hanger and support requirements are in Sections specifying piping systems and equipment.
B. Comply with NFPA requirements for pipe-hanger selections and applications that are not specified in piping system Sections.
C. Use hangers and supports with galvanized metallic coatings for piping and equipment that will not have field-applied finishes.
D. Use nonmetallic coatings on attachments for electrolytic protection where attachments are in direct contact with copper tubing.
E. Use carbon-steel pipe hangers and supports and metal trapeze pipe hangers and attachments for general service applications.
F. Use copper-plated pipe hangers and copper or stainless-steel attachments for copper piping and tubing.
G. Use thermal hanger-shield inserts for insulated piping and tubing.
H. Horizontal-Piping Hangers and Supports: Comply with NFPA requirements. Unless otherwise indicated and except as specified in piping system Sections, install the following types:
210529 - 7/8
1. Adjustable, Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or insulated, stationary pipes NPS 1/2 to NPS 30.
2. Steel Pipe Clamps (MSS Type 4): For suspension of NPS 1/2 to NPS 24 if little or no insulation is required.
3. Adjustable, Swivel-Ring Band Hangers (MSS Type 10): For suspension of noninsulated, stationary pipes NPS 1/2 to NPS 8.
4. Split Pipe Ring with or without Turnbuckle Hangers (MSS Type 11): For suspension of noninsulated, stationary pipes NPS 3/8 to NPS 8.
5. Extension Hinged or Two-Bolt Split Pipe Clamps (MSS Type 12): For suspension of noninsulated, stationary pipes NPS 3/8 to NPS 3.
6. U-Bolts (MSS Type 24): For support of heavy pipes NPS 1/2 to NPS 30.
7. Pipe Saddle Supports (MSS Type 36): For support of pipes NPS 4 to NPS 36, with steel-pipe base stanchion support and cast-iron floor flange or carbon-steel plate.
8. Pipe Stanchion Saddles (MSS Type 37): For support of pipes NPS 4 to NPS 36, with steel-pipe base stanchion support and cast-iron floor flange or carbon-steel plate, and with U-bolt to retain pipe.
9. Adjustable Pipe Saddle Supports (MSS Type 38): For stanchion-type support for pipes
NPS 2-1/2 to NPS 36 if vertical adjustment is required, with steel-pipe base stanchion support and cast-iron floor flange.
I. Vertical-Piping Clamps: Unless otherwise indicated and except as specified in piping system
Sections, install the following types:
1. Extension Pipe or Riser Clamps (MSS Type 8): For support of pipe risers NPS 3/4 to
NPS 24.
2. Carbon- or Alloy-Steel Riser Clamps (MSS Type 42): For support of pipe risers NPS 3/4 to NPS 24 if longer ends are required for riser clamps.
J. Hanger-Rod Attachments: Comply with NFPA requirements.
K. Building Attachments: Comply with NFPA requirements. Unless otherwise indicated and except as specified in piping system Sections, install the following types:
1. Steel or Malleable-Concrete Inserts (MSS Type 18): For upper attachment to suspend pipe hangers from concrete ceiling.
2. C-Clamps (MSS Type 23): For structural shapes.
3. Side-Beam Brackets (MSS Type 34): For sides of steel or wooden beams.
L. Saddles and Shields: Comply with NFPA requirements. Unless otherwise indicated and except as specified in piping system Sections, install the following types:
1. Steel-Pipe-Covering Protection Saddles (MSS Type 39): To fill interior voids with insulation that matches adjoining insulation.
2. Protection Shields (MSS Type 40): Of length recommended in writing by manufacturer to prevent crushing insulation.
3. Thermal Hanger-Shield Inserts: For supporting insulated pipe.
M. Comply with NFPA requirements for trapeze pipe-hanger selections and applications that are not specified in piping system Sections.
210529 - 8/8
N. Use mechanical-expansion anchors instead of building attachments where required in concrete construction.
END OF SECTION 210529
VIBRATION AND SEISMIC CONTROLS FOR FIRE-
SUPPRESSION PIPING AND EQUIPMENT
210548 - 1/7
SECTION 210548 - VIBRATION AND SEISMIC CONTROLS FOR FIRE-SUPPRESSION PIPING
AND EQUIPMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Restraints - rigid type.
2. Restraints - cable type.
3. Restraint accessories.
4. Post-installed concrete anchors.
B. Related Requirements:
1. Section 220548 "Vibration and Seismic Controls for Plumbing Piping and Equipment" for devices for plumbing equipment and systems.
2. Section 230548 "Vibration and Seismic Controls for HVAC" for devices for HVAC equipment and systems.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Delegated-Design Submittal:
1. For each seismic-restraint device, including seismic-restrained mounting, pipe-riser resilient support, seismic restraint, seismic-restraint accessory, and concrete anchor and insert that is required by this Section or is indicated on Drawings, submit the following:
a. Seismic-Restraint Selection: Select seismicrestraints complying with performance requirements, design criteria, and analysis data.
b. Riser Supports: Include riser diagrams and calculations showing anticipated expansion and contraction at each support point, initial and final loads on building structure, and seismic loads. Include certification by professional engineer that riser system was examined for excessive stress and that none exists.
c. Post-Installed Concrete Anchors and Inserts: Include calculations showing anticipated seismic loads. Include certification that device is approved by an NRTL for seismic reinforcement use.
d. Seismic Design Calculations: Submit all input data and loading calculations prepared under "Seismic Design Calculations" Paragraph in "Performance
Requirements" Article.
e. Qualified Professional Engineer: All designated-design submittals for seismiccalculations are to be signed and sealed by qualified professional engineer responsible for their preparation.
210548 - 2/7
2. Seismic-Restraint Detail Drawing:
a. Design Analysis: To support selection and arrangement of seismic restraints.
Include calculations of combined tensile and shear loads.
b. Details: Indicate fabrication and arrangement. Detail attachments of restraints to restrained items and to the structure. Show attachment locations, methods, and spacings. Identify components, list their strengths, and indicate directions and values of forces transmitted to the structure during seismic events. Indicate association with vibration isolation devices.
c. Coordinate seismic restraint details with wind-load restraint details required for equipment mounted outdoors. Comply also with requirements in other Sections for equipment mounted outdoors.
3. Product Listing, Preapproval, and Evaluation Documentation: By an agency acceptable to authorities having jurisdiction, showing maximum ratings of restraint items and the basis for approval (tests or calculations).
4. All delegated-design submittals for seismic-restraint detail Drawings are to be signed and sealed by qualified professional engineer responsible for their preparation.
C. Riser Supports: Include riser diagrams and calculations showing anticipated expansion and contraction at each support point, initial and final loads on building structure, and seismic loads.
Include certification that riser system was examined for excessive stress and that none exists.
1.3 INFORMATIONAL SUBMITTALS
A. Coordination Drawings: Show coordination of seismic bracing for fire-suppression piping and equipment with other systems and equipment in the vicinity, including other supports and restraints, if any.
B. Welding certificates.
C. Field quality-control reports.
D. Seismic Qualification Data: Provide special certification for designated seismic systems as indicated in ASCE/SEI 7-16, Paragraph 13.2.2, "Special Certification Requirements for
Designated Seismic Systems" for all Designated Seismic Systems identified as such on
Drawings or in the Specifications.
1. Provide equipment manufacturer's written certification for each designated active fire-suppression system seismic device and system, stating that it will remain operable following the design earthquake. Certification must be based on requirements of
ASCE/SEI 7 and AHRI 1270, including shake table testing per ICC-ES AC156 or a similar nationally recognized testing standard procedure acceptable to authorities having jurisdiction or experience data as permitted by ASCE/SEI 7-16.
2. Provide equipment manufacturer's written certification that components with hazardous contents maintain containment following the design earthquake by methods required in
ASCE/SEI 7-16.
3. Submit evidence demonstrating compliance with these requirements for approval to authorities having jurisdiction after review and acceptance by a licensed professional
210548 - 3/7 engineer.
1.4 QUALITY ASSURANCE
A. Testing Agency Qualifications: An independent agency, with the experience and capability to conduct testing indicated, that is an NRTL as defined by OSHA in 29 CFR 1910.7 and that is acceptable to authorities having jurisdiction.
B. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel."
C. Seismic-Restraint Device Load Ratings: Devices to be tested and rated in accordance with applicable code requirements and authorities having jurisdiction. Devices to be listed by a nationally recognized third party that requires periodic follow-up inspections and has a listing directory available to the public. Provide third-party listing by one or more of the following: an agency acceptable to authorities having jurisdiction.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000
"Quality Requirements," to design seismic control system.
1. Seismic Performance: Equipment must be designed and secured to withstand the effects of earthquake motions determined in accordance with NFPA 13 and ASCE/SEI 7-16.
B. Seismic Design Calculations:
1. Perform calculations to obtain force information necessary to properly select seismic-restraint devices, fasteners, and anchorage. Perform calculations using methods acceptable to applicable code authorities and as presented in NFPA 13 and ASCE/SEI 7-
16. Where "ASCE/SEI 7" is used throughout this Section, it is to be understood that the edition referred to in this subparagraph is the edition intended as reference throughout the
Section Text.
a. Data indicated below to be determined by Delegated-Design Contractor must be obtained by Contractor and must be included in individual component submittal packages.
b. Coordinate seismic design calculations with wind-load calculations for equipment mounted outdoors. Comply with requirements in other Sections in addition to those in this Section for equipment mounted outdoors.
2. Calculation Factors, ASCE/SEI 7-16, Ch. 13 - Seismic Design Requirements for
Nonstructural Components: All section, paragraph, equation, and table numbers refer to
ASCE/SEI 7-16 unless otherwise noted.
210548 - 4/7
C. Fire/Smoke Resistance: Seismic-restraint devices that are not constructed of ferrous metals must have a maximum flame-spread index of 25 and maximum smoke-developed index of 50 when tested by an NRTL in accordance with ASTM E84 or UL 723, and be so labeled.
D. Component Supports:
1. Load ratings, features, and applications of all reinforcement components must be based on testing standards of a nationally recognized testing agency.
2. All component support attachments must comply with force and displacement resistance requirements of ASCE/SEI 7-16 Section 13.6.
2.2 RESTRAINTS - CABLE TYPE
A. Seismic-Restraint Cables: ASTM A1023/A12023M galvanized or ASTM A603 galvanized-steel cables. End connections made of steel assemblies with thimbles, brackets, swivel, and bolts designed for seismic restraining cable service; with fittings attached by means of poured socket, swaged socket or mechanical (Flemish eye) loop.
B. Restraint cable assembly with cable fittings must comply with ASCE/SEI 19. All cable fittings and complete cable assembly must maintain the minimum cable breaking force. U-shaped cable clips and wedge-type end fittings do not comply and are unacceptable.
2.3 RESTRAINT ACCESSORIES
A. Hanger-Rod Stiffener: Steel tube or steel slotted-support-system sleeve with internally bolted connections to hanger rod. Non-metallic stiffeners are unacceptable.
B. Hinged and Swivel Brace Attachments: Multifunctional steel connectors for attaching hangers to rigid restraints and restraint cables.
C. Bushings for Floor-Mounted Equipment Anchor Bolts: Neoprene bushings designed for rigid equipment mountings, and matched to type and size of anchor bolts and studs.
D. Bushing Assemblies for Wall-Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for rigid equipment mountings, and matched to type and size of attachment devices used.
E. Resilient Isolation Washers and Bushings: One-piece, molded, oil- and water-resistant neoprene, with a flat washer face.
2.4 POST-INSTALLED CONCRETE ANCHORS
A. Mechanical Anchor Bolts:
1. Drilled-in and stud-wedge or female-wedge type in zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchor bolts with strength for anchor and as tested according to ASTM E488/E488M.
210548 - 5/7
B. Provide post-installed concrete anchors that have been prequalified for use in seismic applications. Post-installed concrete anchors must comply with all requirements of
ASCE/SEI 7-16 Ch. 13.
1. Prequalify post-installed anchors in concrete in accordance with ACI 355.2 or other approved qualification testing procedures.
2. Prequalify post-installed anchors in masonry in accordance with approved qualification procedures.
C. Expansion-type anchor bolts are not permitted for equipment in excess of 10 hp that is not vibration isolated.
1. Undercut expansion anchors are permitted.
PART 3 - EXECUTION
3.1 APPLICATIONS
A. Multiple Pipe Supports: Secure pipes to trapeze member with clamps approved for application by an agency acceptable to authorities having jurisdiction.
B. Hanger-Rod Stiffeners: Install where indicated or scheduled on Drawings to receive them and where required to prevent buckling of hanger rods due to seismic forces.
C. Strength of Support and Seismic-Restraint Assemblies: Where not indicated, select sizes of components so strength is adequate to carry calculated static and seismic loads within specified loading limits.
3.2 INSTALLATION OF VIBRATION CONTROL AND SEISMIC-RESTRAINT DEVICES
A. Provide vibration-control devices for systems and equipment where indicated in Equipment
Schedules or Fire-Suppression Vibration Isolation, Seismic, and Wind-Load-Restraint
Schedule, where indicated on Drawings, or where the Specifications indicate they are to be installed on specific equipment and systems.
B. Provide seismic-restraintdevices for systems and equipment where indicated in Equipment
Schedules or Vibration Isolation, Seismic, and Wind-Load-Restraint Schedules, where indicated on Drawings, where the Specifications indicate they are to be installed on specific equipment and systems, and where required by applicable codes.
C. Coordinate location of embedded connection hardware with supported equipment attachment and mounting points and with requirements for concrete reinforcement and formwork specified in Section 033000 "Cast-in-Place Concrete."
D. Installation of vibration isolators and seismic restraints must not cause any stresses, misalignment, or change of position of equipment or piping.
210548 - 6/7
E. Comply with installation requirements of NFPA 13 for installation of all seismic-restraint devices.
F. Comply with requirements in Section 077200 "Roof Accessories" for installation of equipment supports and roof penetrations.
G. Equipment Restraints:
1. Install resilient bolt isolation washers on equipment anchor bolts where clearance between anchor and adjacent surface exceeds 0.125 inch.
2. Install seismic-restraint devices using methods approved by an agency acceptable to authorities having jurisdiction that provides required submittals for component.
H. Piping Restraints:
1. Comply with all requirements in NFPA 13.
2. Design piping sway bracing in accordance with NFPA 13.
a. Maximum spacing of all sway bracing to be no greater than indicated in NFPA 13.
b. Design loading of all sway bracing not to exceed values indicated in NFPA 13.
I. Install seismic-restraint devices using methods approved by an agency acceptable to authorities having jurisdiction that provides required submittals for component.
J. Install bushing assemblies for anchor bolts for floor-mounted equipment, arranged to provide resilient media between anchor bolt and mounting hole in concrete base.
K. Install bushing assemblies for mounting bolts for wall-mounted equipment, arranged to provide resilient media where equipment or equipment-mounting channels are attached to wall.
L. Attachment to Structure: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, at upper truss chords of bar joists, or at concrete members.
M. Post-Installed Concrete Anchors:
1. Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Do not damage existing reinforcing or embedded items during coring or drilling.
Notify the structural engineer if reinforcing steel or other embedded items are encountered during drilling. Locate and avoid prestressed tendons, electrical and telecommunications conduit, and gas lines.
2. Do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength.
3. Mechanical-Type Anchor Bolts: Protect threads from damage during anchor installation.
Heavy-duty sleeve anchors shall be installed with sleeve fully engaged in the structural element to which anchor is to be fastened.
4. Set anchors to manufacturer's recommended torque, using a torque wrench.
5. Install zinc-coated steel anchors for interior and stainless steel anchors for exterior applications.
210548 - 7/7
3.3 ADJUSTING
A. Adjust isolators after system is at operating weight.
B. Adjust limit stops on restrained-spring isolators to mount equipment at normal operating height.
After equipment installation is complete, adjust limit stops so they are out of contact during normal operation.
3.4 FIELD QUALITY CONTROL
A. Tests and Inspections:
1. Provide evidence of recent calibration of test equipment by a testing agency acceptable to authorities having jurisdiction.
2. Schedule test with Owner, through Architect, before connecting anchorage device to restrained component (unless postconnection testing has been approved), and with at least seven days' advance notice.
3. Obtain Architect's approval before transmitting test loads to structure. Provide temporary load-spreading members.
4. Test at no fewer than four of each type and size of installed anchors and fasteners selected by Architect.
5. Test to 90 percent of rated proof load of device.
6. Measure isolator restraint clearance.
7. Measure isolator…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .