B01 Attachment J04 100 IHS Pine Ridge Multiplex_Project Specifications Manual Vol II_20250425.pdf

U.S. Department of Health and Human Services

Indian Health Service Pine Ridge AE Multiplex Design

Pine Ridge, South Dakota

100% CONSTRUCTION DOCUMENTS

Project Specification

Volume 2

U.S. DEPARTMENT OF HEALTH AND HUMAN

SERVICES

PUBLIC HEALTH SERVICE

April 25, 2025

PINE RIDGE AE MULTIPLEX DESIGN

CONSTRUCTION DOCUMENTS 0 - 1

Indian Health Service Pine Ridge AE Multiplex Design

Project Specifications - Table of Contents

VOLUME 1

000105 Certifications

DIVISION 01 - GENERAL REQUIREMENTS

011000 Summary

013100 Project Management and Coordination

013200 Construction Progress Documentation

013233 Photographic Documentation

013300 Submittal Procedures

014000 Quality Requirements

015000 Temporary Facilities and Controls

017300 Execution

017329 Cutting and Patching

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 03 - CONCRETE

030130 Maintenance of Cast-In-Place Concrete

031000 Concrete Forming and Accessories

032000 Concrete Reinforcing

033000 Cast-in-place Concrete

DIVISION 04 - MASONRY

042200 Concrete Unit Masonry

042613 Masonry Veneer

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 Rough Carpentry

061600 Sheathing

061613 Insulating Moisture Resistant Wall Sheathing

061753 Shop Fabricated Wood Trusses

064116 Plastic-Laminate-Clad Architectural Cabinets

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071113 Bituminous Dampproofing

072100 Thermal Insulation

074113 Standing Seam Metal Roof Panels

074623 Engineered Wood Siding

076200 Sheet Metal Flashing and Trim

077253 Snow Guards

CONSTRUCTION DOCUMENTS 0 - 2

079200 Joint Sealants

DIVISION 08 - OPENINGS

081113 Hollow Metal Doors and Frames

081416 Flush Wood Doors

083113 Access Doors and Frames

084313 Aluminum-Framed Storefront

085313 Vinyl Windows

088000 Glazing

089119 Fixed Louvers

DIVISION 09 - FINISHES

092900 Gypsum Board

093013 Ceramic Tiling

096513 Resilient Base and Accessories

096525 Resilient Tile Flooring – LVT

099113 Exterior Painting

099123 Interior Painting

DIVISION 10 - SPECIALTIES

104123.16 Room-Identification Panel Signage

102800 Toilet, Bath, and Laundry Accessories

104416 Fire Extinguishers

DIVISION 11 - EQUIPMENT

113013 Residential Appliances

DIVISION 12 - FURNISHINGS

122413 Roller Window Shades

123661.16 Solid Surfacing Countertops

124813 Entrance Floor Mats and Frames

VOLUME 2

003132 Geotechnical Data

024119 Selective Demolition

DIVISION 21 – FIRE PROTECTION

211313 Wet-Pipe Sprinkler Systems

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

220523.15 Gate Valves for Plumbing Piping

220529 Hangers and Supports for Plumbing Piping and Equipment

CONSTRUCTION DOCUMENTS 0 - 3

220548.13 Vibration Controls for Plumbing Piping and Equipment

220553 Identification for Plumbing Piping and Equipment

220593 Testing, Adjusting, and Balancing for Plumbing

220719 Plumbing Piping Insulation

220800 Commissioning of Plumbing

221116 Domestic Water Piping

221119 Domestic Water Piping Specialties

221123.21 Inline, Domestic-Water Pumps

221313 Facility Sanitary Sewers

221316 Sanitary Waste and Vent Piping

221319 Sanitary Waste Piping Specialties

221319.13 Sanitary Drains

223300 Electric, Domestic-Water Heaters

224100 Residential Plumbing Fixtures

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

230513 Common Motor Requirements for HVAC Equipment

230517 Sleeves and Sleeve Seals for HVAC Piping

230529 Hangers and Supports for HVAC Piping and Equipment

230546 Coatings for HVAC

230548.13 Vibration Controls for HVAC

230553 Identification for HVAC Piping and Equipment

230593 Testing, Adjusting, and Balancing for HVAC

230713 Duct Insulation

230716 HVAC Equipment Insulation

230719 HVAC Piping Insulation

230800 Commissioning of HVAC

232300 Refrigerant Piping

233113 Metal Ducts

233300 Air Duct Accessories

233346 Flexible Ducts

233416 Centrifugal HVAC Fans

233713.13 Air Diffusers

233713.23 Registers and Grilles

238113.11 Packaged Terminal Air-Conditioners, Through-Wall Units

238126 Split-System Air-Conditioners

DIVISION 26 - ELECTRICAL

260010 Supplemental Requirements for Electrical

260519 Low Voltage Electrical Power Conductors and Cables

260526 Grounding and Bonding for Electrical Systems

260529 Hangers and Supports for Electrical Systems

260533.13 Conduits for Electrical Systems

260533.16 Boxes and Covers for Electrical Systems

260543 Underground Ducts and Raceways for Electrical Systems

260923 Lighting Control Devices

260943.23 Relay-Based Lighting Controls

262413 Switchboards

262416 Panelboards

262713 Electricity Metering

262726 Wiring Devices

CONSTRUCTION DOCUMENTS 0 - 4

262726.11 General-Use Switches, and Dimmer Switches

262726.33 General-Grade Duplex Straight-Blade Receptacles

262726.37 Receptacles with Arc-Fault and Ground-Fault Protective Devices

262816 Enclosed Switches and Circuit Breakers

264313 Surge Protective Devices 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 28 – SECURITY AND FIRE ALARM & DETECTION

284621.11 Addressable Fire-Alarm Systems

DIVISION 31 - EARTHWORK

311000 Site Clearing

312000 Earth Moving

312333 Trench Excavation and Backfill

312510 Temporary Erosion Control

DIVISION 32 - EXTERIOR IMPROVEMENTS

321123 Crushed Aggregate Base Course

321313 Concrete Paving

329113 Soil Preparation

329220 Native Seeding

DIVISION 33 - UTILITIES

331100 Water Distribution Systems

333100 Sanitary Sewer Systems

334200 Stormwater Conveyance

APPENDIX A

Geotechnical Engineering Report

END OF TABLE OF CONTENTS

PINE RIDGE AE MULTIPLEX DESIGN CERTIFICATIONS

100% CONSTRUCTION DOCUMENTS 000105 - 1

I hereby certify that this technical submission was prepared by me or under my direct supervision and responsible charge in accordance with the rules and regulations governing Architects practicing in the State of South Dakota. I am a duly registered Professional in the State of South Dakota.

Discipline: Architecture

Name: Robert Ekstrom

Registration No.: 17373

Stamp / Signature

CONSTRUCTION DOCUMENTS 000105 - 1

I hereby certify that this technical submission was prepared by me or under my direct supervision and responsible charge in accordance with the rules and regulations governing Engineers practicing in the State of South Dakota. I am a duly registered Professional in the State of South Dakota.

Discipline: Mechanical

Name: Bassam Basil, PE

Registration No.: 17543

Signature

CONSTRUCTION DOCUMENTS 000105 - 2

I hereby certify that this technical submission was prepared by me or under my direct supervision and responsible charge in accordance with the rules and regulations governing Engineers practicing in the State of South Dakota. I am a duly registered Professional in the State of South Dakota.

Discipline: Plumbing

CONSTRUCTION DOCUMENTS 000105 - 3

I hereby certify that this technical submission was prepared by me or under my direct supervision and responsible charge in accordance with the rules and regulations governing Engineers practicing in the State of South Dakota. I am a duly registered Professional in the State of South Dakota.

Discipline: Fire Protection

CONSTRUCTION DOCUMENTS 000105 - 4

I hereby certify that this technical submission was prepared by me or under my direct supervision and responsible charge in accordance with the rules and regulations governing Engineers practicing in the State of South Dakota. I am a duly registered Professional in the State of South Dakota.

Discipline: Electrical

Name: Max D. Hanson, PE

Registration No.: 15048

Max D. Hanson

I hereby certify that this technical submission was prepared by me or under my direct supervision and responsible charge in accordance with the rules and regulations governing Engineers practicing in the State of South Dakota. I am a duly registered Professional in the State of South Dakota.

Discipline: Civil

Name: James Dale Hayson

Registration No.: 11365 jhayson Stamp jhayson Typewritten Text 04.25.2025

I hereby certify that this technical submission was prepared by me or under my direct supervision and responsible charge in accordance with the rules and regulations governing Engineers practicing in the State of South Dakota. I am a duly registered Professional in the State of South Dakota.

Discipline: Structural

Name: Steven J Halewski

Registration No.: 15599

4.25.2025

PINE RIDGE AE MULTIPLEX DESIGN GEOTECHNICAL DATA

CONSTRUCTION DOCUMENTS 003132 - 1

SECTION 003132

GEOTECHNICAL DATA

PART 1 - GENERAL

1.1 BORING NOTES

A. Data shown on boring logs is for the Bidders’ information. Bidder should be cognizant that materials between borings can vary from that shown on logs. Final and complete identification of all materials between borings can be verified only by Site excavation. Bidder shall assume full responsibility for excavating all materials encountered during construction regardless of density or groundwater condition.

B. The boring logs are an exact copy of the originals made by photo process reproduction. This information was obtained for design purposes and is made available to Bidders so they may have the same information the designers used. This information is not intended as a substitute for Bidder’s personal investigations, interpretations, or judgment. Bidder may make his own soils investigation, but he must first obtain Government’s approval. Failure of Bidder to conduct his own investigation or to analyze available data shall not relieve Bidder of any responsibility in excavating difficult materials.

C. Water levels indicated on the boring logs are subject to seasonal and/or annual variations.

D. The original investigation report is available for Bidder’s inspection at Government’s office.

1.2 ATTACHMENTS

A. Geotechnical Report: Geotechnical Engineering Report – Indian Health Services Duplex Project – Pine Ridge, Pine Ridge, South Dakota; Prepared by Terracon and dated April 27, 2022; Terracon Project No. 24215084A

END OF SECTION 003132

PINE RIDGE AE MULTIPLEX DESIGN GEOTECHNICAL DATA

CONSTRUCTION DOCUMENTS 003132 - 2

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PINE RIDGE AE MULTIPLEX DESIGN SELECTIVE DEMOLITION

CONSTRUCTION DOCUMENTS 024119 - 1

SECTION 024119

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected site elements.

2. Salvage of existing items to be reused or recycled.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Government that may be uncovered during demolition remain the property of Government.

1. Carefully salvage in a manner to prevent damage and promptly return to Government.

1.3 PREINSTALLATION MEETINGS

A. Pre-demolition Conference: Conduct conference at project site.

1.4 INFORMATIONAL SUBMITTALS

A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property for environmental protection, for dust control and for noise control. Indicate proposed locations and construction of barriers.

B. Schedule of selective demolition activities with starting and ending dates for each activity.

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity.

C. Predemolition photographs or video. Show existing conditions of adjoining construction, including finish surfaces that might be misconstrued as damage caused by demolition operations. Comply with Section 013233 "Photographic Documentation." Submit before Work begins.

1.5 CLOSEOUT SUBMITTALS

A. Inventory of items that have been removed and salvaged.

CONSTRUCTION DOCUMENTS 024119 - 2

1.6 FIELD CONDITIONS

A. Conditions existing at time of inspection for bidding purpose will be maintained by Government as far as practical.

B. Notify Government of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. Hazardous materials will be removed by Government before start of the Work.

2. If suspected hazardous materials are encountered, do not disturb; immediately notify

Government. Hazardous materials will be removed by Government under a separate contract.

D. Storage or sale of removed items or materials on-site is not permitted.

E. Arrange selective demolition schedule so as not to interfere with Government's operations.

1.7 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties.

1. Warranty Period: One Year from Date of Substantial Completion.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Government. Government does not guarantee that existing conditions are same as those indicated in Project Record Documents.

B. Survey of Existing Conditions: Record existing conditions by use of measured drawings preconstruction photographs or video.

1. Comply with requirements specified in Section 013233 "Photographic Documentation."

CONSTRUCTION DOCUMENTS 024119 - 3

2. Inventory and record the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations.

3.2 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people.

1. Provide protection to ensure safe passage of people around selective demolition area.

2. Comply with requirements for dust control Section 015000 "Temporary Facilities and

Controls."

B. Remove temporary barricades and protections where hazards no longer exist.

3.3 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Government.

4. Transport items to Government's storage area on-site.

5. Protect items from damage during transport and storage.

D. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Government, items may be removed to a suitable, protected storage location during selective demolition and reinstalled in their original locations after selective demolition operations are complete.

3.4 CLEANING

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

CONSTRUCTION DOCUMENTS 024119 - 4

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3. Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal."

B. Burning: Do not burn demolished materials.

END OF SECTION 024119

CONSTRUCTION DOCUMENTS

WET PIPE SPRINKLER SYSTEMS

211313 - 1

SECTION 211313

WET-PIPE SPRINKLER SYSTEMS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Steel pipe and fittings.

2. CPVC pipe and fittings.

3. Cover system for sprinkler piping.

4. Specialty valves.

5. Air vent.

6. Sprinkler piping specialties.

7. Sprinklers.

8. Alarm devices.

9. Pressure gauges.

B. Related Requirements:

1. Section 331415 "Site Water Distribution Piping" for fire water-service backflow prevention devices.

1.2 DEFINITIONS

A. Standard-Pressure Sprinkler Piping: Wet-pipe sprinkler system piping designed to operate at working pressure of 175-psig (1200-kPa) maximum.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories.

B. Hydraulic Calculations.

C. Shop Drawings: For wet-pipe sprinkler systems.

1. Include plans, elevations, sections, and attachment details.

2. Include diagrams for power, signal, and control wiring.

D. Delegated Design Submittals: For wet-pipe sprinkler systems indicated to comply with performance requirements and design criteria, including analysis data, signed and sealed by the qualified professional engineer responsible for their preparation.

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1.4 INFORMATIONAL SUBMITTALS

A. Coordination Drawings: Sprinkler system plans and sections, or Building Information Model (BIM), drawn to scale, showing the items described in this Section and coordinated with all building trades.

B. Qualification Data: For qualified Installer and professional engineer.

C. Design Data: Approved sprinkler piping working plans, prepared according to NFPA 13, including documented approval by authorities having jurisdiction, and including hydraulic calculations if applicable.

D. Welding certificates.

E. Field Test Reports:

1. Indicate and interpret test results for compliance with performance requirements and as described in NFPA 13. Include "Contractor's Material and Test Certificate for Aboveground Piping."

2. Fire-hydrant flow test report.

F. Field quality-control reports.

1.5 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For wet-pipe sprinkler systems and specialties to include in emergency, operation, and maintenance manuals.

1. Include a copy of the final record (as-built) drawings.

2. Include a copy of the Certificate of Above Ground Pipe (fire sprinkler system test certificate).

1.6 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Sprinkler Cabinets: Finished, wall-mounted, steel cabinet with hinged cover, and with space for minimum of six spare sprinklers plus sprinkler wrench. Include number of sprinklers required by NFPA 13 and sprinkler wrench. Include separate cabinet with sprinklers and wrench for each type of sprinkler used on Project.

1.7 QUALITY ASSURANCE

A. Installer Qualifications:

1. Installer's responsibilities include designing, fabricating, and installing sprinkler systems and providing professional engineering services needed to assume engineering responsibility.

Base calculations on results of fire-hydrant flow test.

a. Engineering Responsibility: Preparation of working plans, calculations, and field test reports by qualified professional engineer.

WET PIPE SPRINKLER SYSTEMS

211313 - 3

B. Welding Qualifications: Qualify procedures and operators according to ASME Boiler and Pressure Vessel Code.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

B. Sprinkler system equipment, specialties, accessories, installation, and testing to comply with NFPA 13 and NFPA 13R as applicable.

C. Standard-Pressure Piping System Component: Listed for 175-psig (1200-kPa) minimum working pressure.

D. Delegated Design: Engage a qualified professional engineer to design wet-pipe sprinkler systems.

1. Margin of Safety for Available Water Pressure: 10 percent, including losses through water-service piping, valves, and backflow preventers.

2. Sprinkler Occupancy Hazard Classifications:

a. Electrical Equipment Rooms: Ordinary Hazard, Group 1.

b. General Storage Areas: Ordinary Hazard, Group 1.

c. Laundries: Ordinary Hazard, Group 1.

d. Mechanical Equipment Rooms: Ordinary Hazard, Group 1

e. Residential: Residential / Light Hazard.

3. Minimum Density for Automatic-Sprinkler Piping Design:

a. Residential (Dwelling) Occupancy: 0.05 gpm/sq. ft. over 400 sq. ft. (2.04 mm/min. over

37.2 sq. m) area.

b. Light-Hazard Occupancy: 0.10 gpm/sq. ft. over 1500 sq. ft. (4.1 mm/min. over 140

sq. m) area.

c. Ordinary-Hazard, Group 1 Occupancy: 0.15 gpm/sq. ft. over 1500 sq. ft. (6.1 mm/min.

over 140 sq. m) area.

4. Maximum protection area per sprinkler according to UL listing.

5. Maximum Protection Area per Sprinkler:

a. Residential Areas: 400 sq. ft. (37 sq. m).

b. Office Spaces: 225 sq. ft. (20.9 sq. m).

c. Storage Areas: 130 sq. ft. (12.1 sq. m).

d. Mechanical Equipment Rooms: 130 sq. ft. (12.1 sq. m).

e. Electrical Equipment Rooms: 130 sq. ft. (12.1 sq. m).

f. Other Areas: According to NFPA 13 recommendations unless otherwise indicated.

E. Obtain documented approval of sprinkler system design from authorities having jurisdiction.

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2.2 STEEL PIPE AND FITTINGS

A. Standard-Weight Steel Pipe: Black-steel pipe, ASTM A53/A53M, Type E, Grade B. Pipe ends may be factory or field formed to match joining method.

B. Schedule 10, Black-Steel Pipe: ASTM A135/A135M or ASTM A795/A795M, Schedule 10 in NPS 5 (DN 125) and smaller; and NFPA 13-specified wall thickness in NPS 6 to NPS 10 (DN 150 to DN 250), plain end.

C. Steel Pipe Nipples: Black steel, ASTM A733, made of ASTM A53/A53M, standard-weight, seamless steel pipe with threaded ends.

D. Steel Couplings: Uuncoated steel, ASTM A865/A865M, threaded.

E. Gray-Iron Threaded Fittings: Uncoated gray-iron threaded fittings, ASME B16.4, Class 125, standard pattern.

F. Malleable- or Ductile-Iron Unions: UL 860.

G. Cast-Iron Flanges: ASME 16.1, Class 125.

H. Steel Flanges and Flanged Fittings: ASME B16.5, Class 150.

1. Pipe-Flange Gasket Materials: AWWA C110, rubber, flat face, 1/8 inch (3.2 mm) thick, ASME B16.21, nonmetallic and asbestos free or EPDM rubber gasket.

a. Class 125 and Class 250, Cast-Iron, Flat-Face Flanges: Full-face gaskets.

b. Class 150 and Class 300, Ductile-Iron or -Steel, Raised-Face Flanges: Ring-type gaskets.

2. Metal, Pipe-Flange Bolts and Nuts: Carbon steel unless otherwise indicated.

I. Steel Welding Fittings: ASTM A234/A234M and ASME B16.9.

1. Welding Filler Metals: Comply with AWS D10.12M/D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.

J. Grooved-Joint, Steel-Pipe Appurtenances:

1. Pressure Rating: 175-psig (1200-kPa) minimum.

2. Grooved-End Fittings for Steel Piping: Uncoated grooved-end fittings, ASTM A47/A47M, malleable-iron casting or ASTM A536, ductile-iron casting, with dimensions matching steel pipe.

3. Grooved-End-Pipe Couplings for Steel Piping: AWWA C606 and UL 213 rigid pattern, unless otherwise indicated, for steel-pipe dimensions. Include ferrous housing sections, EPDM-rubber gasket, and bolts and nuts.

K. Steel Pressure-Seal Fittings: UL 213, FM Global-approved, 175-psig (1200-kPa) pressure rating with steel housing, rubber O-rings, and pipe stop; for use with fitting manufacturers' pressure-seal tools.

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2.3 CPVC PIPE AND FITTINGS

A. CPVC Pipe: ASTM F442/F442M and UL 1821, SDR 13.5, for 175-psig (1200-kPa) rated pressure at 150 deg F (62 deg C), with plain ends. Include "LISTED" and "CPVC SPRINKLER PIPE" markings.

B. CPVC Fittings: UL listed or FM Global approved, for 175-psig (1200-kPa) rated pressure at 150 deg F (62 deg C), socket type. Include "LISTED" and "CPVC SPRINKLER FITTING" markings.

1. NPS 3/4 to NPS 1-1/2 (DN 20 to DN 40): ASTM F438 and UL 1821, Schedule 40, socket type.

2. NPS 2 to NPS 3 (DN 50 to DN 80): ASTM F439 and UL 1821, Schedule 80, socket type.

3. CPVC-to-Metal Transition Fittings: CPVC, one piece, with dimensions equivalent to pipe; one end with threaded brass insert, and one socket end.

4. CPVC-to-Metal Transition Unions: CPVC, with dimensions equivalent to pipe; one end with threaded brass insert, and one socket end.

5. Flanges: CPVC, one or two pieces.

C. Solvent Cements for Joining CPVC Piping and Tubing: ASTM F493 solvent cement recommended by pipe and fitting manufacturer, and made for joining CPVC sprinkler pipe and fittings. Include cleaner or primer recommended by pipe and fitting manufacturer.

D. Plastic Pipe-Flange Gasket and Bolts and Nuts: Type and material recommended by piping system manufacturer unless otherwise indicated.

2.4 COVER SYSTEM FOR SPRINKLER PIPING

A. Description: System of support brackets and covers made to protect sprinkler piping.

B. Brackets: Glass-reinforced nylon.

C. Covers: Extruded-PVC sections of length, shape, and size required for size and routing of CPVC piping.

2.5 SPECIALTY VALVES

A. Listed in UL's "Fire Protection Equipment Directory" or FM Global's "Approval Guide."

B. Pressure Rating:

1. Standard-Pressure Piping Specialty Valves: 175-psig (1200-kPa) minimum.

C. Body Material: Cast or ductile iron.

D. Size: Same as connected piping.

E. End Connections: Flanged or grooved.

F. Alarm Valves:

1. Standard: UL 193.

2. Design: For horizontal or vertical installation.

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3. Include trim sets for bypass, drain, electrical sprinkler alarm switch, pressure gauges, and fill-line attachment with strainer.

4. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

G. Automatic (Ball Drip) Drain Valves:

1. Standard: UL 1726.

2. Pressure Rating: 175-psig (1200-kPa) minimum.

3. Type: Automatic draining, ball check.

4. Size: NPS 3/4 (DN 20).

5. End Connections: Threaded.

2.6 AIR VENT

A. Manual Air Vent/Valve:

1. Description: Ball valve that requires human intervention to vent air.

2. Body: Forged brass.

3. Ends: Threaded.

4. Minimize Size: 1/2 inch (13 mm).

5. Minimum Water Working Pressure Rating: 300 psig (2070 kPa).

B. Automatic Air Vent:

1. Description: Automatic air vent that automatically vents trapped air without human intervention.

2. Standard: UL listed or FM Global approved for use in wet-pipe fire sprinkler systems.

3. Vents oxygen continuously from system.

4. Float valve to prevent water discharge.

5. Minimum Water Working Pressure Rating: 175 psig (1207 kPa).

C. Automatic Air Vent Assembly:

1. Description: Automatic air vent assembly that automatically vents trapped air without human intervention, including Y-strainer and ball valve in a pre-piped assembly.

2. Standard: UL listed or FM Global approved for use in wet-pipe fire sprinkler system.

3. Vents oxygen continuously from system.

4. Float valve to prevent water discharge.

5. Minimum Water Working Pressure Rating: 175 psig (1207 kPa).

2.7 SPRINKLER PIPING SPECIALTIES

A. Branch Outlet Fittings:

1. Standard: UL 213.

2. Pressure Rating: 175-psig (1200-kPa) minimum.

3. Body Material: Ductile-iron housing with EPDM seals and bolts and nuts.

4. Type: Mechanical-tee and -cross fittings.

5. Configurations: Snap-on and strapless, ductile-iron housing with branch outlets.

6. Size: Of dimension to fit onto sprinkler main and with outlet connections as required to match connected branch piping.

7. Branch Outlets: Grooved, plain-end pipe, or threaded.

B. Flow Detection and Test Assemblies:

1. Standard: UL's "Fire Protection Equipment Directory" or FM Global's "Approval Guide."

2. Pressure Rating: 175-psig (1200-kPa) minimum.

WET PIPE SPRINKLER SYSTEMS

211313 - 7

3. Body Material: Cast- or ductile-iron housing with orifice, sight glass, and integral test valve.

4. Size: Same as connected piping.

5. Inlet and Outlet: Threaded or grooved.

C. Branch Line Testers:

1. Standard: UL 199.

2. Pressure Rating: 175 psig (1200 kPa).

3. Body Material: Brass.

4. Size: Same as connected piping.

5. Inlet: Threaded.

6. Drain Outlet: Threaded and capped.

7. Branch Outlet: Threaded, for sprinkler.

D. Sprinkler Inspector's Test Fittings:

1. Standard: UL's "Fire Protection Equipment Directory" or FM Global's "Approval Guide."

2. Pressure Rating: 175-psig (1200-kPa) minimum.

3. Body Material: Cast- or ductile-iron housing with sight glass.

4. Size: Same as connected piping.

5. Inlet and Outlet: Threaded.

E. Flexible Sprinkler Hose Fittings:

1. Standard: UL 1474.

2. Type: Flexible hose for connection to sprinkler, and with bracket for connection to ceiling grid.

3. Pressure Rating: 175-psig (1200-kPa) minimum.

4. Size: Same as connected piping, for sprinkler.

2.8 SPRINKLERS

A. Listed in UL's "Fire Protection Equipment Directory" or FM Global's "Approval Guide."

B. Pressure Rating for Residential Sprinklers: 175-psig (1200-kPa) maximum.

C. Pressure Rating for Automatic Sprinklers: 175-psig (1200-kPa) minimum.

D. Automatic Sprinklers with Heat-Responsive Element:

1. Early-Suppression, Fast-Response Applications: UL 1767.

2. Nonresidential Applications: UL 199.

3. Residential Applications: UL 1626.

4. Characteristics: Nominal 1/2-inch (12.7-mm) orifice with Discharge Coefficient K of 5.6, and for "Ordinary" temperature classification rating unless otherwise indicated or required by application.

E. Open Sprinklers with Heat-Responsive Element Removed: UL 199.

1. Nominal Orifice:

a. 1/2 inch (12.7 mm), with discharge coefficient K between 5.3 and 5.8.

F. Sprinkler Finishes: White in finished locations with white escutcheon. .

WET PIPE SPRINKLER SYSTEMS

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G. Sprinkler Escutcheons: Materials, types, and finishes for the following sprinkler mounting applications. Escutcheons for concealed, flush, and recessed-type sprinklers are specified with sprinklers.

1. Ceiling Mounting: Plastic, white finish, one piece, flat.

2. Sidewall Mounting: Plastic, white finish, one piece, flat.

H. Sprinkler Guards:

1. Standard: UL 199.

2. Type: Wire cage with fastening device for attaching to sprinkler.

2.9 ALARM DEVICES

A. Alarm-device types to match piping and equipment connections.

1. Strobe/Horn:

a. Standard: UL 464.

b. Tone: Selectable, steady, Temporal-3 (T-3) in accordance with ISO 8201 and

ANSI/ASA S3.41, 2400 Hz, electromechanical, broadband.

c. Voltage: 120 V ac, 60 Hz.

d. Effective Intensity: 110 cd.

e. Finish: Red, suitable for outdoor use with approved and listed weatherproof backbox.

White letters on housing identifying device as for "Fire."

f. Sign, Integrated: Mount between backbox and strobe/horn with text visible on both sides, above and below strobe/horn. Housing to be shaped to cover surface-mounted weatherproof backbox. Sign is to consist of white lettering on red plastic identifying it as a "Sprinkler Fire Alarm" and instructing viewers to call 911, police, or fire department.

B. Water-Flow Indicators:

1. Standard: UL 346.

2. Water-Flow Detector: Electrically supervised.

3. Components: Two single-pole, double-throw circuit switches for isolated alarm and auxiliary contacts, 7 A, 125-V ac and 0.25 A, 24-V dc; complete with factory-set, field-adjustable retard element to prevent false signals and tamperproof cover that sends signal if removed.

4. Type: Paddle operated.

5. Pressure Rating: 250 psig (1725 kPa).

6. Design Installation: Horizontal or vertical.

C. Valve Supervisory Switches:

1. Standard: UL 346.

2. Type: Electrically supervised.

3. Components: Single-pole, double-throw switch with normally closed contacts.

4. Design: Signals that controlled valve is in other than fully open position.

5. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

2.10 PRESSURE GAUGES

A. Standard: UL 393.

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B. Dial Size: 3-1/2- to 4-1/2-inch (90- to 115-mm) diameter.

C. Pressure Gauge Range: 0- to 250-psig (0- to 1725-kPa) minimum.

D. Label: Include "WATER" label on dial face.

PART 3 - EXECUTION

3.1 PREPARATION

A. Perform fire-hydrant flow test according to NFPA 13 and NFPA 291. Use results for system design calculations required in "Quality Assurance" Article.

B. Report test results promptly and in writing.

3.2 SERVICE-ENTRANCE PIPING

A. Connect sprinkler piping to water-service piping for service entrance to building. Comply with requirements for exterior piping in Section 331415 "Site Water Distribution Piping" for exterior piping.

B. Install shutoff valve, backflow preventer, pressure gauge, drain, and other accessories indicated at connection to water-service piping.

C. Install shutoff valve, check valve, pressure gauge, and drain at connection to water service.

3.3 WATER-SUPPLY CONNECTIONS

3.4 Install shutoff valve, backflow preventer, pressure gauge, drain, and other accessories indicated at connection to water-distribution piping. INSTALLATION OF PIPING

A. Locations and Arrangements: Drawing plans, schematics, and diagrams indicate general location and arrangement of piping. Install piping as indicated on approved working plans.

1. Deviations from approved working plans for piping require written approval from authorities having jurisdiction. File written approval with Architect before deviating from approved working plans.

2. Coordinate layout and installation of sprinklers with other construction that penetrates ceilings, including light fixtures, HVAC equipment, and partition assemblies.

B. Piping Standard: Comply with NFPA 13 requirements for installation of sprinkler piping.

C. Use listed fittings to make changes in direction, branch takeoffs from mains, and reductions in pipe sizes.

D. Install unions adjacent to each valve in pipes NPS 2 (DN 50) and smaller.

E. Install flanges, flange adapters, or couplings for grooved-end piping on valves, apparatus, and equipment having NPS 2-1/2 (DN 65) and larger end connections.

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F. Install "Inspector's Test Connections" in sprinkler system piping, complete with shutoff valve, and sized and located according to NFPA 13.

G. Install sprinkler piping with drains for complete system drainage.

H. Install sprinkler control valves, test assemblies, and drain risers adjacent to standpipes when sprinkler piping is connected to standpipes.

I. Install automatic (ball drip) drain valve at each check valve for fire-department connection, to drain piping between fire-department connection and check valve. Install drain piping to and spill over floor drain or to outside building.

J. Install alarm devices in piping systems.

K. Install hangers and supports for sprinkler system piping according to NFPA 13. Comply with requirements for hanger materials in NFPA 13. In seismic-rated areas, refer to Section 210548 "Vibration and Seismic Controls for Fire-Suppression Piping and Equipment."

L. Install pressure gauges on riser or feed main, at each sprinkler test connection, and at top of each standpipe. Include pressure gauges with connection not less than NPS 1/4 (DN 8) and with soft-metal seated globe valve, arranged for draining pipe between gauge and valve. Install gauges to permit removal, and install where they are not subject to freezing.

M. Fill sprinkler system piping with water.

N. Install electric heating cables and pipe insulation on sprinkler piping in areas subject to freezing.

Comply with requirements for heating cables in Section 210533 "Heat Tracing for Fire-Suppression Piping" and for piping insulation in Section 210700 "Fire-Suppression Systems Insulation."

O. Install sleeves for piping penetrations of walls, ceilings, and floors. Comply with requirements for sleeves specified in Section 210517 "Sleeves and Sleeve Seals for Fire-Suppression Piping."

P. Install sleeve seals for piping penetrations of concrete walls and slabs. Comply with requirements for sleeve seals specified in Section 210517 "Sleeves and Sleeve Seals for Fire-Suppression Piping."

Q. Install escutcheons for piping penetrations of walls, ceilings, and floors. Comply with requirements for escutcheons specified in Section 210518 "Escutcheons for Fire-Suppression Piping."

3.5 JOINT CONSTRUCTION

A. Install couplings, flanges, flanged fittings, unions, nipples, and transition and special fittings that have finish and pressure ratings same as or higher than system's pressure rating for aboveground applications unless otherwise indicated.

B. Install unions adjacent to each valve in pipes NPS 2 (DN 50) and smaller.

C. Install flanges, flange adapters, or couplings for grooved-end piping on valves, apparatus, and equipment having NPS 2-1/2 (DN 65) and larger end connections.

D. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

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E. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and fittings before assembly.

F. Flanged Joints: Select appropriate gasket material in size, type, and thickness suitable for water service. Join flanges with gasket and bolts according to ASME B31.9.

G. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

1. Apply appropriate tape or thread compound to external pipe threads.

2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged.

H. Twist-Locked Joints: Insert plain end of steel pipe into plain-end-pipe fitting. Rotate retainer lugs one-quarter turn or tighten retainer pin.

I. Welded Joints: Construct joints according to AWS D10.12M/D10.12, using qualified processes and welding operators according to "Quality Assurance" Article.

1. Shop weld pipe joints where welded piping is indicated. Do not use welded joints for galvanized-steel pipe.

J. Steel-Piping, Cut-Grooved Joints: Cut square-edge groove in end of pipe according to AWWA C606.

Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and grooved-end fittings according to AWWA C606 for steel-pipe joints.

K. Steel-Piping, Roll-Grooved Joints: Roll rounded-edge groove in end of pipe according to AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and grooved-end fittings according to AWWA C606 for steel-pipe grooved joints.

L. Dissimilar-Material Piping Joints: Make joints using adapters compatible with materials of both piping systems.

M. Plastic-Piping, Solvent-Cement Joints: Clean and dry joining surfaces. Join pipe and fittings according to the following:

1. Comply with ASTM F402 for safe-handling practice of cleaners, primers, and solvent cements.

Apply primer.

2. CPVC Piping: Join according to ASTM D2846/D2846M Appendix.

3.6 INSTALLATION OF COVER SYSTEM FOR SPRINKLER PIPING

A. Install cover system, brackets, and cover components for sprinkler piping according to manufacturer's "Installation Manual" and NFPA 13 or NFPA 13R for supports.

3.7 INSTALLATION OF VALVES AND SPECIALTIES

A. Install listed fire-protection valves, trim and drain valves, specialty valves and trim, controls, and specialties according to NFPA 13 and authorities having jurisdiction.

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211313 - 12

B. Install listed fire-protection shutoff valves supervised open, located to control sources of water supply except from fire-department connections. Install permanent identification signs indicating portion of system controlled by each valve.

C. Install check valve in each water-supply connection. Install backflow preventers instead of check valves in potable-water-supply sources.

D. Specialty Valves:

1. Install valves in vertical position for proper direction of flow, in main supply to system.

2. Install alarm valves with bypass check valve and retarding chamber drain-line connection.

3. Install deluge valves in vertical position, in proper direction of flow, and in main supply to deluge system. Install trim sets for drain, priming level, alarm connections, ball drip valves, pressure gauges, priming chamber attachment, and fill-line attachment.

E. Air Vent:

1. Provide at least one air vent at high point in each wet-pipe sprinkler system in accordance with NFPA 13 requirements. Connect vent into top of fire sprinkler piping.

2. Provide dielectric union for dissimilar metals, ball valve, and strainer upstream of automatic air vent.

3. Pipe from outlet of air vent to drain.

3.8 INSTALLATION OF SPRINKLERS

A. Install sprinklers in suspended ceilings in center of narrow dimension of acoustical ceiling panels.

B. Install dry-type sprinklers with water supply from heated space. Do not install pendent or sidewall, wet-type sprinklers in areas subject to freezing.

C. Install sprinklers into flexible, sprinkler hose fittings, and install hose into bracket on ceiling grid.

3.9 IDENTIFICATION

A. Install labeling and pipe markers on equipment and piping according to requirements in NFPA 13.

B. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Section 260553 "Identification for Electrical Systems."

3.10 FIELD QUALITY CONTROL

A. Perform the following tests and inspections with the assistance of a factory-authorized service representative:

1. Leak Test: After installation, charge systems and test for leaks. Repair leaks and retest until no leaks exist.

2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

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211313 - 13

3. Flush, test, and inspect sprinkler systems according to NFPA 13, "Systems Acceptance" Chapter.

4. Energize circuits to electrical equipment and devices.

5. Coordinate with fire-alarm tests. Operate as required.

6. Coordinate with fire-pump tests. Operate as required.

7. Verify that equipment hose threads are same as local fire department equipment.

B. Sprinkler piping system will be considered defective if it does not pass tests and inspections.

C. Prepare test and inspection reports.

3.11 CLEANING

A. Clean dirt and debris from sprinklers.

B. Only sprinklers with their original factory finish are acceptable. Remove and replace any sprinklers that are painted or have any other finish than their original factory finish.

3.12 DEMONSTRATION

A. Train Owner's maintenance personnel to adjust, operate, and maintain the system.

3.13 PIPING SCHEDULE

A. Piping between Fire Department Connections and Check Valves: Galvanized, standard-weight steel pipe with threaded ends, cast-iron threaded fittings, and threaded joints.

B. Sprinkler specialty fittings may be used, downstream of control valves, instead of specified fittings.

C. CPVC pipe, Schedule 80 CPVC fittings, and solvent-cemented joints may be used for light-hazard and residential occupancies.

D. Standard-Pressure, Wet-Pipe Sprinkler System, NPS 2 (DN 50) and Smaller, to Be One of the Following:

1. Standard-weight, black-steel pipe with threaded ends; uncoated, gray-iron threaded fittings;

and threaded joints.

2. Standard-weight, galvanized-steel pipe with threaded ends; galvanized, gray-iron threaded fittings; and threaded joints.

3. Standard-weight, black-steel pipe with cut- or roll-grooved ends; uncoated, grooved-end fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

4.

E. Standard-Pressure, Wet-Pipe Sprinkler System, NPS 2-1/2 to NPS 4 (DN 65 to DN 100), to Be One of the Following:

1. Standard-weight, black-steel pipe with threaded ends; uncoated, gray-iron threaded fittings;

and threaded joints.

2. Standard-weight, black-steel pipe with cut- or roll-grooved ends; uncoated, grooved-end fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

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F. Standard-Pressure, Wet-Pipe Sprinkler System, NPS 5 (DN 125) and Larger, to Be One of the Following:

1. Standard-weight, black-steel pipe with threaded ends; uncoated, gray-iron threaded fittings;

and threaded joints.

2. Standard-weight, black-steel pipe with cut- or roll-grooved ends; uncoated, grooved-end fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

3.14 SPRINKLER SCHEDULE

A. Use sprinkler types in subparagraphs below for the following applications:

1. Rooms without Ceilings: Upright sprinklers.

2. Rooms with Suspended Ceilings: Recessed sprinklers.

3. Wall Mounting: Sidewall sprinklers.

B. Provide sprinkler types in subparagraphs below with finishes indicated.

1. Concealed Sprinklers: Rough brass, with factory-painted white cover plate.

2. Flush Sprinklers: Bright chrome, with painted white escutcheon.

3. Recessed Sprinklers: Bright chrome, with bright chrome escutcheon.

4. Residential Sprinklers: Dull chrome.

5. Upright, Pendent, and Sidewall Sprinklers: Chrome plated in finished spaces exposed to view;

rough bronze in unfinished spaces not exposed to view; wax coated where exposed to acids, chemicals, or other corrosive fumes.

END OF SECTION 211313

PINE RIDGE AE MULTIPLEX DESIGN COMMON MOTOR REQUIREMENTS

CONSTRUCTION DOCUMENTS FOR PLUMBING EQUIPMENT

220513 - 1

SECTION 220513

COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes general requirements for single-phase and polyphase, general-purpose, horizontal, small and medium, squirrel-cage induction motors for use on alternating-current power systems up to 600 V and installed at equipment manufacturer's factory or shipped separately by equipment manufacturer for field installation.

1.2 COORDINATION

A. Coordinate features of motors, installed units, and accessory devices to be compatible with the following:

1. Motor controllers.

2. Torque, speed, and horsepower requirements of the load.

3. Ratings and characteristics of supply circuit and required control sequence.

4. Ambient and environmental conditions of installation location.

PART 2 - PRODUCTS

2.1 GENERAL MOTOR REQUIREMENTS

A. Comply with NEMA MG 1 unless otherwise indicated.

2.2 MOTOR CHARACTERISTICS

A. Duty: Continuous duty at ambient temperature of 40 deg C and at altitude of 3300 feet above sea level.

B. Capacity and Torque Characteristics: Sufficient to start, accelerate, and operate connected loads at designated speeds, at installed altitude and environment, with indicated operating sequence, and without exceeding nameplate ratings or considering service factor.

2.3 POLYPHASE MOTORS

A. Description: NEMA MG 1, Design B, medium induction motor.

B. Efficiency: Premium efficient, as defined in NEMA MG 1.

C. Service Factor: 1.15.

D. Multispeed Motors: Variable torque.

220513 - 2

1. For motors with 2:1 speed ratio, consequent pole, single winding.

2. For motors with other than 2:1 speed ratio, separate winding for each speed.

E. Rotor: Random-wound, squirrel cage.

F. Bearings: Regreasable, shielded, antifriction ball bearings suitable for radial and thrust loading.

G. Temperature Rise: Match insulation rating.

H. Insulation: Class F.

I. Code Letter Designation:

1. Motors Smaller Than 15 HP: Manufacturer's standard starting characteristic.

J. Enclosure Material: Cast iron for motor frame sizes 324T and larger; rolled steel for motor frame sizes smaller than 324T.

2.4 ADDITIONAL REQUIREMENTS FOR POLYPHASE MOTORS

A. Motors Used with Reduced-Voltage and Multispeed Controllers: Match wiring connection requirements for controller with required motor leads. Provide terminals in motor terminal box, suited to control method.

B. Motors Used with Variable-Frequency Controllers: Ratings, characteristics, and features coordinated with and approved by controller manufacturer.

1. Windings: Copper magnet wire with moisture-resistant insulation varnish, designed and tested to resist transient spikes, high frequencies, and short time rise pulses produced by pulse-width-modulated inverters.

2. Inverter-Duty Motors: Class F temperature rise; Class H insulation.

3. Thermal Protection: Comply with NEMA MG 1 requirements for thermally protected motors.

2.5 SINGLE-PHASE MOTORS

A. Motors larger than 1/20 hp shall be one of the following, to suit starting torque and requirements of specific motor application:

1. Permanent-split capacitor.

2. Split phase.

3. Capacitor start, inductor run.

4. Capacitor start, capacitor run.

B. Multispeed Motors: Variable-torque, permanent-split-capacitor type.

C. Bearings: Prelubricated, antifriction ball bearings or sleeve bearings suitable for radial and thrust loading.

D. Motors 1/20 HP and Smaller: Shaded-pole type.

E. Thermal Protection: Internal protection to automatically open power supply circuit to motor when winding temperature exceeds a safe value calibrated to temperature rating of motor insulation.

220513 - 3

Thermal-protection device shall automatically reset when motor temperature returns to normal range.

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 220513

PINE RIDGE AE MULTIPLEX DESIGN SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

CONSTRUCTION DOCUMENTS 220517 - 1

SECTION 220517

SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Sleeves without waterstop.

2. Sleeves with waterstop.

3. Sleeve-seal systems.

4. Grout.

5. 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 WITHOUT WATERSTOP

A. Cast-Iron Pipe Sleeves: Cast or fabricated of cast or ductile iron and equivalent to ductile-iron pressure pipe, with plain ends.

B. Steel Pipe Sleeves: ASTM A53/A53M, Type E, Grade B, Schedule 40, hot-dip galvanized, with plain ends.

C. Steel Sheet Sleeves: ASTM A653/A653M, 0.0239-inch minimum thickness; hot-dip galvanized, round tube closed with…