9-2014 - HVCC Tech Quad Ph 1 - PM V3.pdf

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Attached to
ATEC Project Commissioning Services
Solicitation number
RFP 26-544
Issued by
New York

About this file

This is a Project Manual and specification document for the Hudson Valley Community College (HVCC) Technology Quad - Phase 1 Applied Technologies Education Center (ATEC) project, a capital construction initiative funded through EDA Award Number ED23PHI0G0159. The project encompasses comprehensive mechanical, plumbing, fire protection, and HVAC systems for a new educational facility located at 80 Vandenburgh Avenue, Troy, New York. The specification volumes contain detailed requirements across 33 divisions covering procurement, contracting, general requirements, and all mechanical systems including fire suppression, plumbing, domestic water systems, sanitary/storm drainage, natural gas piping, water heaters, plumbing fixtures, emergency equipment, HVAC equipment, controls, and insulation. The document establishes design standards referencing 2020 New York State Building Codes, 2015 International Building Code with 2016 NYS Supplement, NFPA standards, ASHRAE guidelines, and various ASTM specifications. All materials specified must comply with lead-free requirements under the Reduction of Lead in Drinking Water Act and NSF/ANSI 372 certifications.

The specifications establish comprehensive quality assurance requirements including third-party testing and balancing by AABC, NEBB, or TABB certified contractors, commissioning services through a separate commissioning authority, and Building Automation System integration with Johnson Controls Metasys platform using BACnet protocol. The project requires coordination among multiple contractors with detailed submittals including shop drawings, equipment schedules, hydraulic calculations, and field quality control reports prior to system operation. All fire protection systems, plumbing installations, HVAC equipment, and controls must undergo functional testing and commissioning with certification documentation provided to the Owner. The contract documents specify performance warranties including one-year defect-free operation for BAS systems and extended warranties for water heaters and other equipment, with all software, calibration records, and as-built documentation becoming Owner property upon project completion.

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Architect’s Seal: JMZ Project No. 2014 14 May 2024

Bid Set #_____

Project Manual Division 21 through Division 33

Volume 3 of 3

80 Vandenburgh Ave

Troy, New York 12180

Technology Quad – Phase 1

Applied Technologies Education Center (ATEC)

EDA Award Number: ED23PHI0G0159

CONFORMED BID SET

Hudson Valley Community College

JMZ Project No. 2014

00 01 10 - 1 TABLE OF CONTENTS

SECTION 00 01 10

TABLE OF CONTENTS

VOLUME 1

00 01 01 PROJECT TITLE PAGE

00 01 10 TABLE OF CONTENTS

00 01 15 LIST OF DRAWING SHEETS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

Information for Bidders

00 11 16 NOTICE TO BIDDERS

00 21 13 INSTRUCTIONS TO BIDDERS

Procurement Forms and Supplements

00 41 00 BID FORMS

00 43 00 BID FORM SUPPLEMENTS

00 43 13 BID SECURITY FORMS

00 43 25 BID PERIOD SUBSTITUTION REQUEST FORM

00 45 13 BIDDER'S QUALIFICATIONS

Contracting Forms and Supplements

00 52 00 AGREEMENT FORM

Project Forms

00 61 13 PERFORMANCE AND PAYMENT BOND FORM

General Provisions of the Agreement

00 72 00 GENERAL CONDITIONS

00 73 00 SUPPLEMENTARY CONDITIONS

00 73 16 INSURANCE REQUIREMENTS

00 73 36 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS

00 73 43 WAGE RATE REQUIREMENTS

Available Project Information

00 81 24.33 ENVIRONMENTAL IMPACT MITIGATION REPORT

00 81 32 GEOTECHNICAL DATA

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SPECIAL PROVISIONS

01 12 00 MULTIPLE CONTRACT SUMMARY

01 20 00 PRICE AND PAYMENT PROCEDURES

01 21 00 ALLOWANCES

01 22 00 UNIT PRICES

01 23 00 ALTERNATES

01 25 00 SUBSTITUTION PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 35 73 DELEGATED DESIGN PROCEDURES

01 40 00 QUALITY REQUIREMENTS

-- STATEMENT OF SPECIAL INSPECTIONS

01 42 00 REFERENCES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 51 00 TEMPORARY UTILITIES

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 60 00 PRODUCT REQUIREMENTS

01 61 16 VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS

01 61 16.01 ACCESSORY MATERIAL VOC CONTENT CERTIFICATION FORM

01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS

01 71 23 FIELD ENGINEERING

TABLE OF CONTENTS 00 01 10 - 2

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 76 10 TEMPORARY PROTECTIVE COVERINGS

01 78 00 CLOSEOUT SUBMITTALS

01 79 00 DEMONSTRATION AND TRAINING

01 91 13 GENERAL COMMISSIONING REQUIREMENTS

VOLUME 2

00 01 01 PROJECT TITLE PAGE

00 01 10 TABLE OF CONTENTS

00 01 15 LIST OF DRAWING SHEETS

DIVISION 02 - EXISTING CONDITIONS

02 33 13 UNDERGROUND UTILITY LOCATOR SERVICE

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 35 11 CONCRETE FLOOR FINISHES

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 – MASONRY

04 05 11 MASONRY MORTARING AND GROUTING

04 20 00 UNIT MASONRY

04 26 13 MASONRY VENEER

04 72 00 CAST STONE MASONRY

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL

05 12 13 ARCHITECTURALLY-EXPOSED STRUCTURAL STEEL FRAMING

05 21 00 STEEL JOIST FRAMING

05 31 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 00 ARCHITECTURAL WOOD CASEWORK

06 83 16 FIBERGLASS REINFORCED PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 53 FIRE AND SMOKE ASSEMBLY IDENTIFICATION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 00 THERMAL INSULATION

07 21 19 FOAMED-IN-PLACE INSULATION

07 27 00 AIR BARRIERS

07 42 13.19 INSULATED METAL WALL PANELS

07 42 93 SOFFIT PANELS

07 53 00 ELASTOMERIC MEMBRANE ROOFING

07 62 00 SHEET METAL FLASHING AND TRIM

07 71 00 ROOF SPECIALTIES

07 71 23 MANUFACTURED GUTTERS AND DOWNSPOUTS

07 72 00 ROOF ACCESSORIES

07 72 73 VEGETATED ROOF SYSTEMS

07 76 00 ROOF PAVERS

07 81 00 APPLIED FIRE PROTECTION

07 81 23 INTUMESCENT FIRE PROTECTION

07 84 00 FIRESTOPPING

00 01 10 - 3 TABLE OF CONTENTS

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 33 36 SIDE COILING GRILLES

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 36 13 SECTIONAL DOORS

08 43 13 ALUMINUM-FRAMED STOREFRONTS

08 44 13 GLAZED ALUMINUM CURTAIN WALLS

08 44 35 PROTECTIVE FRAMED GLAZING ASSEMBLIES

08 45 23 FIBERGLASS SANDWICH PANEL ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 56 73 SOUND CONTROL WINDOWS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING

08 88 13 FIRE-RATED GLAZING

08 91 00 LOUVERS

DIVISION 09 – FINISHES

09 05 61 COMMON WORK RESULTS FOR FLOORING PREPARATION

09 21 16 GYPSUM BOARD ASSEMBLIES

09 30 00 TILING

09 51 00 ACOUSTICAL CEILINGS

09 54 13 OPEN METAL MESH CEILINGS

09 54 26 SUSPENDED WOOD CEILINGS

09 65 00 RESILIENT FLOORING

09 67 00 FLUID-APPLIED FLOORING

09 68 13 TILE CARPETING

09 84 30 SOUND-ABSORBING WALL AND CEILING UNITS

09 91 13 EXTERIOR PAINTING

09 91 23 INTERIOR PAINTING

09 93 00 STAINING AND TRANSPARENT FINISHING

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 – SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 19 DIMENSIONAL LETTER SIGNAGE

10 14 23 PANEL SIGNAGE

10 14 53 SITE SIGNAGE

10 21 13.19 PLASTIC TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 00 TOILET ACCESSORIES

10 28 13.11 UNDER-LAVATORY PIPE AND SUPPLY COVERS

10 44 00 FIRE PROTECTION SPECIALTIES

10 51 26 PLASTIC LOCKERS

10 71 13.43 FIXED SUN SCREENS

DIVISION 11 – EQUIPMENT

11 53 00 LABORATORY EQUIPMENT

11 81 29 FACILITY FALL PROTECTION

TABLE OF CONTENTS 00 01 10 - 4

DIVISION 12 – FURNISHINGS

12 24 00 WINDOW SHADES

12 31 00 MANUFACTURED METAL CASEWORK

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 14 - CONVEYING EQUIPMENT

14 21 00 ELECTRIC TRACTION ELEVATORS

VOLUME 3

00 01 01 PROJECT TITLE PAGE

00 01 10 TABLE OF CONTENTS

00 01 15 LIST OF DRAWING SHEETS

DIVISION 21 – FIRE PROTECTION

21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION

21 13 13 SPRINKLER AND STANDPIPE SYSTEMS

DIVISION 22 – PLUMBING

22 05 00 COMMON WORK RESULTS FOR PLUMBING

22 05 19 METERS AND GAGES FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 00 PLUMBING INSULATION

22 08 00 PLUMBING COMMISSIONING

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 14 13 FACILITY STORM DRAINAGE PIPING

22 14 23 STORM DRAINAGE PIPING SPECIALTIES

22 14 29 SUMP PUMPS

22 15 20 NATURAL GAS PIPING

22 34 00 FUEL-FIRED DOMESTIC WATER HEATERS

22 40 00 PLUMBING FIXTURES

22 45 00 EMERGENCY PLUMBING FIXTURES

22 47 00 DRINKING FOUNTAINS AND WATER COOLERS

22 62 13 COMPRESSED AIR PIPING

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

23 05 00 COMMON WORK RESULTS FOR HVAC

23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 19 METERS AND GAGES FOR HVAC PIPING

23 05 23 GENERAL-DUTY VALVES FOR HVAC PIPING

23 05 25 EQUIPMENT AND ACCESSORIES FOR HVAC PIPING

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 48 VIBRATION ISOLATION FOR HVAC

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 HVAC INSULATION

23 07 01 REMOVABLE INSULATION JACKETS

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 93 SEQUENCE OF OPERATIONS FOR HVAC CONTROLS

23 21 13 HVAC PIPING

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

00 01 10 - 5 TABLE OF CONTENTS

23 25 00 HVAC WATER TREATMENT

23 25 16 HVAC WATER TREATMENT OPEN LOOP

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 34 23 HVAC POWER VENTILATORS

23 36 00 AIR TERMINAL UNITS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLES

23 52 16 CONDENSING BOILERS

23 54 40 MULTIPLE EVAPORATOR DX SYSTEMS

23 57 00 HEAT EXCHANGERS FOR HVAC

23 64 16 CENTRIFUGAL WATER CHILLERS

23 65 00 COOLING TOWERS

23 74 13 PACKAGED, OUTDOOR, CENTRAL-STATION AIR-HANDLING UNITS

23 74 33 PACKAGED, OUTDOOR, HEATING ONLY MAKEUP AIR-UNITS

23 82 39 UNIT HEATERS

DIVISION 26 – ELECTRICAL

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 13 MEDIUM VOLTAGE CABLE AND TERMINATIONS

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 23 CONTROL-VOLTAGE ELECTRICAL POWER CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 70 POWER SYSTEM STUDIES

26 08 80 MEDIUM VOLTAGE POWER TESTING

26 09 23 LIGHTING CONTROL DEVICES

26 12 19 PAD MOUNTED, LIQUID FILLED, MEDIUM VOLTAGE TRANSFORMERS

26 13 29 MEDIUM VOLTAGE, PAD MOUNTED SWITCHGEAR

26 22 00 LOW-VOLTAGE TRANSFORMERS

26 24 13 SWITCHBOARDS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 13 FUSES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 23 VARIABLE-FREQUENCY MOTOR CONTROLLERS

26 44 00 HEAT TRACING FOR PIPING

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 00 COMMON WORK RESULTS FOR COMMUNICATIONS

27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

27 13 00 COMMUNICATIONS BACKBONE CABLING

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 13 00 ACCESS CONTROL SYSTEM

28 23 00 VIDEO SURVEILLANCE

28 31 11 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

DIVISION 31 – EARTHWORK

31 10 00 SITE CLEARING

31 20 00 SITE EARTHWORK

31 20 01 EARTHWORK FOR STRUCTURES

TABLE OF CONTENTS 00 01 10 - 6

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 13 13 PORTLAND CEMENT CONCRETE

32 16 40 GRANITE CURB

32 31 13 CHAIN LINK FENCE

32 33 00 SITE FURNISHINGS

32 91 13 SOIL PREPARATION

32 92 00 TURF

32 93 00 LANDSCAPE PLANTS

DIVISION 33 – UTILITIES

33 10 00 WATER DISTRIBUTION PIPING

33 30 00 SANITARY SEWER SYSTEM

33 41 00 STORM DRAINAGE SYSTEM

33 46 00 SUBDRAINAGE

33 71 16.33 WOOD ELECTRICAL UTILITY POLES

END OF TABLE OF CONTENTS

Hudson Valley Community College JMZ Project No. 2014

00 01 15 - 1 LIST OF DRAWING SHEETS

SECTION 00 01 15

LIST OF DRAWING SHEETS

PART 1 GENERAL

1.01 DRAWINGS

A. The Contract Drawings, which accompany this Project Manual and form a part of the Contract Documents, are listed on the Title Sheet of the Drawings.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

Technology Quad - Phase 1 Applied Technologies Education Center (ATEC)

JMZ Project No. 2014

21 05 00 - 1 COMMON WORK RESULTS

FOR FIRE SUPPRESSION

SECTION 21 05 00

COMMON WORK RESULTS FOR FIRE SUPPRESSION

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section Includes the following:

1. Project Quality Assurance Requirements

2. Coordinated Shop Drawings

3. Firestopping

1.03 PROJECT QUALITY ASSURANCE

A. New York State Codes: All products furnished to the site and all work performed by the contractor shall be in accordance with all applicable requirements of:

1. The New York State Building Codes - 2020

B. National Codes and Standards:

1. NFPA-13 Standard for the Installation of Sprinkler Systems - 2016 edition

2. All electrical products furnished and installed on the project shall be listed to applicable UL Standards by a Nationally Recognized Testing Lab (NRTL) for the purpose of their intended use.

3. All Fire Protection work shall be provided in accordance with the applicable NFPA Standards based on the Edition as referenced in the applicable portions of the New York State Codes.

4. Additional Codes and Standards applicable to a particular product are indicated in individual Product Specifications.

1.04 DRAWING ONLY SPECIFICATIONS

A. Where product or material is scheduled or otherwise specified on the drawings, and no further information is necessary, a separate written specification has not been included in the project manual.

B. For these types of product or equipment, all standard features of basis of design product including codes, standards, UL/ETL listings, certifications, warranties, features, and capacities in addition to all optional features indicated on the drawings shall be considered the enforceable written specified requirements for these products.

C. Provide submittal documentation as applicable for any drawing specified product.

D. Provide delivery, storage, and handling to coordinate with construction schedule, prevent damage to equipment, and prevent interference with other work.

E. All installation and workmanship shall be as indicated by the manufacturer, or as indicated on the drawings, whichever is more restrictive.

1.05 COORDINATION DRAWINGS

A. Coordination Drawings, General: Prepare coordination drawings in accordance with requirements in individual Sections. Show Project-specific information, drawn accurately to a scale of ¼”=1’-0” or larger. Include the following information, as applicable:

1. Use applicable Drawings as a basis for preparation of coordination drawings.

Prepare sections, elevations, and details as needed to describe relationship of various systems and components.

JMZ Project No. 2014 Hudson Valley Community College

Applied Technologies Education Center (ATEC)

COMMON WORK RESULTS

FOR FIRE SUPPRESSION

21 05 00 - 2

2. The trade-specific information specified in section B below shall be added to the coordination drawings by multiple contractors in the following sequence:

a. Mechanical Ductwork

b. Plumbing

c. Mechanical Piping

d. Fire Protection

e. Electrical

3. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

4. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

5. Show location and size of access doors required for access to concealed dampers, valves, and other controls.

6. Indicate required installation sequences.

7. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire protection, fire alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire protection, fire alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:

a. Cable tray and runs of vertical and horizontal conduit 2 inch diameter and larger.

Applied Technologies Education Center (ATEC)

JMZ Project No. 2014

21 05 00 - 3 COMMON WORK RESULTS

FOR FIRE SUPPRESSION

b. Light fixtures

c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire Protection System: Show the following:

a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are the Contractor's responsibility. If the Architect determines that the coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, the Architect will so inform the Contractor, who shall make changes as directed and resubmit.

10. Coordination Drawing Submittals: Prepare coordination drawing prints in accordance with requirements of Division 01 Section "Submittal Procedures" and submit coordination digital data files with the same digital data software program, version, and operating system as the original Drawings.

1.06 DELEGATED DESIGN REQUIREMENTS

A. Delegated Design: Contractor shall design sprinkler system, including comprehensive engineering analysis by a qualified professional engineer. System shall be designed and installed in full accordance with the NFPA Standards and NYS Codes listed by edition under the quality assurance section above, and shall apply the performance requirements and design criteria indicated below. The contractor shall submit drawings and hydraulic calculations signed and stamped by the qualified professional engineer for review and approval prior to construction.

1.07 FIRESTOPPING:

A. Apply firestopping to all penetrations of fire-rated floor and wall assemblies for electrical installations to restore original fire-resistance rating of assembly. Firestopping materials and installation requirements are specified in Section 07840 “Firestopping”.

B. Refer to Architectural Drawings for designation of all fire rated construction.

C. Refer to Fire Protection Drawings for additional details or specific installations.

21 13 13 - 1 SPRINKLER AND STANDPIPE

SYSTEMS

SECTION 21 13 13

SPRINKLER AND STANDPIPE SYSTEMS

Revised 7/31/24 – Addendum 7

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section Includes:

1. Fire Protection Delegated Design Scope

2. Pipes, fittings, and specialties.

3. Fire-protection valves.

4. Sprinklers.

5. Alarm devices.

6. Pressure gages.

1.03 DEFINITIONS

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

1.04 SPRINKLER SYSTEM DESCRIPTIONS

A. Wet-Pipe Sprinkler System: Automatic sprinklers are attached to piping containing water and that is connected to water supply through alarm valve. Water discharges immediately from sprinklers when they are opened. Sprinklers open when heat melts fusible link or destroys frangible device. Hose connections are included if indicated.

1.05 DELEGATED DESIGN REQUIREMENTS

A. Delegated Design: Contractor shall design sprinkler system, including comprehensive engineering analysis by a qualified professional engineer. System shall be designed and installed in full accordance with the NFPA Standards and NYS Codes listed by edition under the quality assurance section below, and shall apply the performance requirements and design criteria indicated below. The contractor shall submit drawings and hydraulic calculations signed and stamped by the qualified New York State professional engineer for review and approval prior to construction.

B. Water Supply:

1. A flow test was completed on 7/2/2021. The Contractor shall perform a new flow test prior to performing hydraulic calculations to verify the flow data provided below.

a. Test Date: 7/2/21

b. Measured location: Hydrant 13/14

c. Static:

1) Static Pressure: 86 psig

d. Flow:

1) Measured Flow: 610 gpm

2) Pressure at flow: 60 psi

SPRINKLER AND STANDPIPE

SYSTEMS

21 13 13 - 2

1.06 FIRE PROTECTION DESIGN REQUIREMENTS

A. Sprinkler system design shall be approved by authorities having jurisdiction, and shall be based on the following specification, fire protection drawings, full drawing set for all trades, and any other drawings or references listed below.

B. Hydraulically design sprinkler systems according to the following system requirements:

1. Sprinkler System Occupancy Hazard Classifications: As follows:

a. All Areas unless otherwise noted: Light hazard.

b. Storage, MEP, Utility Areas, and Lighter Duty Shop Spaces: Ordinary hazard, Group 1.

c. Auto and Welding Shop Spaces: Ordinary Hazard, Group 2.

2. Margin of Safety for Available Water Flow and Pressure: The design shall include a 10 psig safety factor for the hydraulically calculated area, including losses through water-service piping, valves, and backflow preventers.

3. The sprinkler system piping shall be sized and hydraulically calculated so that the piping system does not exceed a maximum velocity of 20 feet/second in any segment of the system. Hydraulic calculations shall include the segment of the system where the maximum system velocity occurs and state the velocity at the segment.

4. Minimum Density for Automatic-Sprinkler Piping Design:

a. Light-Hazard Occupancy: 0.10 gpm over 1500-sq. ft. area.

b. Ordinary-Hazard, Group 1 Occupancy: 0.15 gpm over 1500-sq. ft. area.

c. Ordinary-Hazard, Group 2 Occupancy: 0.2 gpm over 1500-sq. ft. area.

5. Maximum Protection Area per Sprinkler:

a. The design is based on standard sprinkler spacing and the maximum coverage is per the sprinkler UL listing.

b. Extended coverage sprinkler are permitted provided the system has suitable operating conditions.

6. Total Combined Hose-Stream Demand Requirement: According to NFPA 13 unless otherwise indicated:

a. Light-Hazard Occupancies: 100 gpm inside and 100 gpm combined for 30 minutes.

b. Ordinary-Hazard Occupancies: 100 gpm inside and 250 gpm combined for 60 to 90 minutes.

7. Miscellaneous:

a. Review full architectural and MEP drawing sets, and provide fully coordinated fire protection system. Account for obstructions relating to various ceiling features, mechanical equipment, or ductwork, provide fire rated penetrations based on rated partitions indicated in architectural drawings, design main and branch routing to coordinate with ductwork in limited ceiling plenums, and similar standard project system coordination.

b. Remote inspector's test stations (beyond the inspector’s test stations located at floor control and zone control valves) are not required by NFPA 13, but are often requested by the fire department. Prior to shop drawings, confirm whether any remote inspector's test locations will be required, and provide at no additional cost to the owner.

c. Standard-Pressure Piping System Component: Listed for 175-psig minimum working pressure.

21 13 13 - 3 SPRINKLER AND STANDPIPE

SYSTEMS

d. Refer to drawing notes for special areas with particular requirements, such as special conditions, dry-type sprinkler heads, etc.

C. Standpipe System Design:

1. This building does not require a standpipe system.

1.07 SEISMIC PERFORMANCE REQUIREMENTS

A. Seismic Performance: The building is rated Seismic Design Category B, and seismic bracing of the sprinkler system is not required.

1.08 SUBMITTALS

A. Product Data: For each type of product indicated. Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories.

B. Shop Drawings: For wet-pipe sprinkler systems. Include plans, elevations, sections, details, and attachments to other work.

1. Wiring Diagrams: For power, signal, and control wiring.

C. Delegated-Design Submittal: For sprinkler systems indicated to comply with performance requirements and design criteria, including analysis data stamped and signed by the qualified professional responsible for their preparation.

D. Qualification Data: For qualified professional engineer or NICET Automatic Sprinkler System Layout Level IV Technician.

E. Approved Sprinkler Piping Drawings: Working plans, prepared according to NFPA 13, that have been approved and stamped by authorities having jurisdiction, including hydraulic calculations.

F. Fire-hydrant flow test report. Hydrant data is indicated above.

1. Provide a new hydrant flow test prior to the start of the design and calculations.

Submit the results of the test with the hydraulic calculations.

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

H. Field quality-control reports.

I. Operation and Maintenance Data: For sprinkler specialties to include in emergency, operation, and maintenance manuals.

1.09 COORDINATION DRAWINGS

A. After review and approval of the Fire Protection Shop Drawings, the contractor shall complete the following Coordination Drawings working with all of the other trades on the project. Refer to Specification Section 21 05 00.

1.10 QUALITY ASSURANCE

A. Installer Qualifications:

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

Base calculations on results of fire-hydrant flow test.

a. Engineering Responsibility: Preparation of working plans, calculations, and field test reports signed and stamped by a qualified professional engineer or NICET Automatic Sprinkler System Layout Level IV Technician.

B. 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.

21 13 13 - 4

C. Sprinkler system design, layout, equipment, specialties, accessories, installation, and testing shall comply with the following:

1. NFPA 13, "Installation of Sprinkler Systems", 2010 and 2013 Editions. Meet the more stringent requirements of either version.

2. 2020 New York State Codes

3. NFPA 101 – 2012 Edition

1.11 EXTRA MATERIALS

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.

PART 2 - PRODUCTS

2.01 PIPING MATERIALS

A. Comply with requirements in "Piping Schedule" Article for applications of pipe, tube, and fitting materials, and for joining methods for specific services, service locations, and pipe sizes.

2.02 STEEL PIPE AND FITTINGS

A. Standard Weight, Black-Steel Pipe: ASTM A 53. Pipe ends may be factory or field formed to match joining method.

B. Standard Weight, Galvanized-Steel Pipe: ASTM A 53/A 53M, Type E, Grade B. Pipe ends may be factory or field formed to match joining method.

C. Schedule 30, Black-Steel Pipe: ASTM A 135; ASTM A 795 with wall thickness not less than Schedule 30 and not more than Schedule 40. Pipe ends may be factory or field formed to match joining method.

D. Thinwall Black-Steel Pipe: ASTM A 135 or ASTM A 795, with wall thickness less than Schedule 30 and equal to or greater than or equal to Schedule 10. Pipe ends may be factory or field formed to match joining method. Pipe shall not be threaded or cut grooved less than Schedule 30 for pipes 8” and above, and less than Schedule 40 for less than 8”.

E. Schedule 30, Galvanized-Steel Pipe: ASTM A 135; ASTMA 795/A 795M, Type E; or ASME B36.10M, wrought steel; with wall thickness not less than Schedule 30 and not more than Schedule 40. Pipe ends may be factory or field formed to match joining method.

F. Black-Steel Pipe Nipples: ASTM A 733, made of ASTM A 53/A 53M, standard-weight, seamless steel pipe with threaded ends.

G. Galvanized-Steel Pipe Nipples: ASTM A 733, made of ASTM A 53/A 53M, standard-weight, seamless steel pipe with threaded ends.

H. Uncoated, Steel Couplings: ASTM A 865, threaded.

I. Galvanized, Steel Couplings: ASTM A 865, threaded.

J. Uncoated, Gray-Iron Threaded Fittings: ASME B16.4, Class 125, standard pattern.

K. Galvanized, Gray-Iron Threaded Fittings: ASME B16.4, Class 125, standard pattern.

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

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

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

O. Steel Welding Fittings: ASTM A 234/A 234M and ASME B16.9.

P. Grooved-Joint, Steel-Pipe Appurtenances:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Anvil International, Inc.

b. Tyco Fire & Building Products LP.

c. Victaulic Company.

2. Pressure Rating: 175 psig minimum.

3. Galvanized and Uncoated, Grooved-End Fittings for Steel Piping:

ASTM A 47/A 47M, malleable-iron casting or ASTM A 536, ductile-iron casting;

with dimensions matching steel pipe.

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

2.03 PIPING JOINING MATERIALS

A. Pipe-Flange Gasket Materials: AWWA C110, rubber, flat face, 1/8 inch thick or ASME B16.21, nonmetallic and asbestos free.

1. Class 125, Cast-Iron Flanges and Class 150, Bronze Flat-Face Flanges: Full-face gaskets.

B. Metal, Pipe-Flange Bolts and Nuts: ASME B18.2.1, carbon steel unless otherwise indicated.

2.04 LISTED FIRE-PROTECTION VALVES

A. General Requirements:

1. Valves shall be UL listed or FM approved.

2. Minimum Pressure Rating for Standard-Pressure Piping: 175 psig.

B. Ball Valves:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Anvil International, Inc.

b. Victaulic Company.

2. Standard: UL 1091 except with ball instead of disc.

3. Valves NPS 1-1/2 and Smaller: Bronze body with threaded ends.

4. Valves NPS 2 and NPS 2-1/2: Bronze body with threaded ends or ductile-iron body with grooved ends.

5. Valves NPS 3: Ductile-iron body with grooved ends.

C. Iron Butterfly Valves:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Anvil International, Inc.

b. Kennedy Valve; a division of McWane, Inc.

c. NIBCO INC.

d. Tyco Fire & Building Products LP.

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e. Victaulic Company.

2. Standard: UL 1091.

3. Pressure Rating: 175 psig.

4. Body Material: Cast or ductile iron.

5. Style: Lug or wafer.

6. End Connections: Grooved.

D. Check Valves:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Anvil International, Inc.

b. Crane Co.; Crane Valve Group;

c. Fire-End & Croker Corporation.

d. Milwaukee Valve Company.

e. NIBCO INC.

f. Potter Roemer.

g. Reliable Automatic Sprinkler Co., Inc.

h. Tyco Fire & Building Products LP.

i. Victaulic Company.

j. Viking Corporation.

k. Watts Water Technologies, Inc.

2. Standard: UL 312.

3. Pressure Rating: 250 psig minimum.

4. Type: Swing check.

5. Body Material: Cast iron.

6. End Connections: Flanged or grooved.

2.05 TRIM AND DRAIN VALVES

A. General Requirements:

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

2. Pressure Rating: 175 psig minimum.

B. Ball Valves:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Anvil International, Inc.

b. Conbraco Industries, Inc.; Apollo Valves.

c. Fire-End & Croker Corporation.

d. Milwaukee Valve Company.

e. NIBCO INC.

f. Potter Roemer.

g. Tyco Fire & Building Products LP.

h. Victaulic Company.

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i. Watts Water Technologies, Inc.

2.06 SPECIALTY VALVES

A. General Requirements:

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

2. Pressure Rating:

a. Standard-Pressure Piping Specialty Valves: 175 psig minimum.

3. Body Material: Cast or ductile iron.

4. Size: Same as connected piping.

5. End Connections: Flanged or grooved.

B. Automatic (Ball Drip) Drain Valves:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. AFAC Inc.

b. Reliable Automatic Sprinkler Co., Inc.

c. Tyco Fire & Building Products LP.

2. Standard: UL 1726.

3. Pressure Rating: 175 psig minimum.

4. Type: Automatic draining, ball check.

5. Size: NPS 3/4.

6. End Connections: Threaded.

2.07 FIRE-DEPARTMENT CONNECTIONS

A. Flush-Type, Fire-Department Connection:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. AFAC Inc.

b. Elkhart Brass Mfg. Company, Inc.

c. GMR International Equipment Corporation.

d. Guardian Fire Equipment, Inc.

e. Potter Roemer.

2. Standard: UL 405.

3. Type: Flush, for wall mounting.

4. Pressure Rating: 175 psig minimum.

5. Body Material: Corrosion-resistant metal.

6. Inlets: Brass with threads according to NFPA 1963 and matching local fire-department threads.

7. Include extension pipe nipples, brass lugged swivel connections, and check devices or clappers.

8. Escutcheon Plate: Rectangular, rough bronze, wall type.

9. Body Style: Horizontal or 30-degree angle, confirm with Fire Department.

10. Number of Inlets: One 5” Storz. Coordinate connection type with fire department prior to ordering.

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11. Outlet Location: Back.

12. Escutcheon Plate Marking: Similar to "AUTO SPKR & STANDPIPE"

13. Finish: Rough Bronze.

14. Outlet Size: NPS 4.

2.08 BACKFLOW PREVENTERS

A. Double-Check, Backflow-Prevention Assemblies:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Ames Fire & Waterworks; a division of Watts Water Technologies, Inc.

b. Conbraco Industries, Inc.; Apollo Valves.

c. FEBCO; SPX Valves & Controls.

d. Flomatic Corporation.

e. Watts Water Technologies, Inc.

f. Zurn Plumbing Products Group; Wilkins Water Control Products Division.

2. Standard: ASSE 1015 or AWWA C510.

3. Operation: Continuous-pressure applications unless otherwise indicated.

4. Pressure Loss: 5 psig maximum, through middle one-third of flow range.

5. Size: As indicated on the drawings or as required based on hydraulic calculation.

6. Design Flow Rate: As indicated on the drawings or as required based on hydraulic calculation.

7. Body Material: Bronze for NPS 2 and smaller; cast iron with interior lining complying with AWWA C550 or that is FDA approved for NPS 2-1/2 and larger.

8. End Connections: Threaded for NPS 2 and smaller; flanged or grooved pipe end for NPS 2-1/2 and larger.

9. Configuration: Designed for horizontal, straight through flow unless different orientation required due to installation.

10. Accessories: Ball valves with threaded ends on inlet and outlet of NPS 2 and smaller; OS&Y gate valves with flanged ends on inlet and outlet of NPS 2-1/2 and larger.

2.09 SPRINKLER SPECIALTY PIPE FITTINGS

A. Branch Outlet Fittings:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Anvil International, Inc.

b. Tyco Fire & Building Products LP.

c. Victaulic Company.

2. Standard: UL 213.

3. Pressure Rating: 175 psig minimum.

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

5. Type: Mechanical-T and -cross fittings.

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

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

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

B. Flow Detection and Test Assemblies:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Anvil International, Inc.

b. Tyco Fire & Building Products LP.

c. Victaulic Company.

2. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing.

3. Pressure Rating: 175 psig minimum.

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

5. Size: Same as connected piping.

6. Inlet and Outlet: Threaded.

C. Sprinkler Inspector's Test Fittings:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Anvil International, Inc.

b. Tyco Fire & Building Products LP.

c. Victaulic Company.

2. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing.

3. Pressure Rating: 175 psig minimum.

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

5. Size: Same as connected piping.

6. Inlet and Outlet: Threaded.

D. Flexible, Sprinkler Hose Fittings:

1. Basis-of-Design Product: Subject to compliance with requirements, provide Victaulic Company; Vic-Flex, or other pre-approved equal.

2. Standard: UL 2443 and FM 1637.

3. Type: Fully stainless steel AH2 flexible hose for connection to sprinkler, and with one-piece open-gate "Series AB1" bracket for connection to ceiling grid.

a. The bracket shall allow installation before the ceiling tile is in place.

4. Bend radius to 2 inch for proper installation in confined spaces.

5. The hose shall be listed for (4) bends at 31” length, (5) bends at 36” length, (8) bends at 48” length, (10) bends at 60” length, (12) bends at 72” length.

6. Union joints shall be provided for ease of installation.

7. Pressure Rating: 175 psig minimum.

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

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2.10 SPRINKLERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Globe Fire Sprinkler Corporation.

2. Reliable Automatic Sprinkler Co., Inc.

3. Tyco Fire & Building Products LP.

4. Viking Corporation.

B. General Requirements:

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

2. Pressure Rating for Automatic Sprinklers: 175 psig minimum.

C. Automatic Sprinklers with Heat-Responsive Element:

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

2. Nonresidential Applications: UL 199.

3. Characteristics: Nominal 1/2-inchorifice with Discharge Coefficient K of 5.6, and for "Ordinary" temperature classification rating unless otherwise indicated or required by application.

4. Refer to Part 3, Sprinkler Schedule for sprinkler types and specifications.

2.11 ALARM DEVICES

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

B. Water-Flow Indicators:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. ADT Security Services, Inc.

b. McDonnell & Miller; ITT Industries.

c. Potter Electric Signal Company.

d. System Sensor; a Honeywell company.

e. Viking Corporation.

f. Watts Industries (Canada) Inc.

2. Standard: UL 346.

3. Water-Flow Detector: Electrically supervised.

4. 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.

5. Type: Paddle operated.

6. Pressure Rating: 250 psig.

7. Design Installation: Horizontal or vertical.

C. Pressure Switches:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Potter Electric Signal Company.

b. System Sensor; a Honeywell company.

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c. Tyco Fire & Building Products LP.

d. United Electric Controls Co.

e. Viking Corporation.

2. Standard: UL 346.

3. Type: Electrically supervised water-flow switch with retard feature.

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

5. Design Operation: Rising pressure signals water flow.

D. Valve Supervisory Switches:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Fire-Lite Alarms, Inc.; a Honeywell company.

b. Kennedy Valve; a division of McWane, Inc.

c. Potter Electric Signal Company.

d. System Sensor; a Honeywell company.

2. Standard: UL 346.

3. Type: Electrically supervised.

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

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

2.12 PRESSURE GAGES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. AMETEK; U.S. Gauge Division.

2. Ashcroft, Inc.

3. Brecco Corporation.

4. WIKA Instrument Corporation.

B. Standard: UL 393.

C. Dial Size: 3-1/2- to 4-1/2-inchdiameter.

D. Pressure Gage Range: 0 to 250 psig minimum.

E. Water System Piping Gage: Include "WATER" or "AIR/WATER" label on dial face.

F. Air System Piping Gage: Include "AIR" or "AIR/WATER" label on dial face.

2.13 ESCUTCHEONS

A. General: Manufactured ceiling, floor, and wall escutcheons and floor plates.

2.14 SLEEVES

A. Cast-Iron Wall Pipe Sleeves: Cast or fabricated of cast iron and equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop unless otherwise indicated.

B. Galvanized-Steel-Sheet Sleeves: 0.0239-inchminimum thickness; round tube closed with welded longitudinal joint.

C. Molded-PE Sleeves: Reusable, PE, tapered-cup shaped, and smooth outer surface with nailing flange for attaching to wooden forms.

D. Molded-PVC Sleeves: Permanent, with nailing flange for attaching to wooden forms.

E. PVC-Pipe Sleeves: ASTM D 1785, Schedule 40.

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F. Galvanized-Steel-Pipe Sleeves: ASTM A 53/A 53M, Type E, standard weight, zinc coated, plain ends.

G. Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping flange.

Include clamping ring and bolts and nuts for membrane flashing.

1. Underdeck Clamp: Clamping ring with set-screws.

2.15 SLEEVE SEALS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Advance Products & Systems, Inc.

2. Calpico, Inc.

3. Metraflex, Inc.

4. Pipeline Seal and Insulator, Inc.

B. Description: Modular sealing element unit, designed for field assembly, to fill annular space between pipe and sleeve.

1. Sealing Elements: EPDM-rubber interlocking links shaped to fit surface of pipe.

Include type and number required for pipe material and size of pipe.

2. Pressure Plates: Stainless steel.

3. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing elements.

2.16 GROUT

A. Standard: ASTM C 1107, Grade B, posthardening and volume adjusting, dry, hydraulic-cement grout.

B. Characteristics: Nonshrink, and recommended for interior and exterior applications.

C. Design Mix: 5000-psi, 28-day compressive strength.

D. Packaging: Premixed and factory packaged.

PART 3 - EXECUTION

3.01 PIPING SCHEDULE

A. Standard-pressure, wet-pipe sprinkler system, shall be one of the following:

1. Sizes 2 Inches and Smaller:

a. ASTM A 53, A 135, or A 795; Schedule 40 steel pipe with threaded ends, cast-iron or malleable-iron threaded fittings, and threaded joints.

2. Sizes 2-1/2 Inches to 6 Inches:

a. ASTM A 135 or A 795, Schedule 10 steel pipe with rolled-groove ends, grooved-end steel pipe fittings, and grooved-coupling joints.

b. ASTM A 53, A 135, or A 795; Schedule 40 steel pipe with cut-groove ends, grooved-end steel pipe fittings, and grooved-coupling joints.

B. Flexible sprinkler hose fittings shall be permitted with characteristics as outlined in Part II, and shall be installed in strict conformance with manufacturer’s UL listing.

3.02 VALVE SCHEDULE

A. Drawings indicate valve types to be used. Where specific valve types are not indicated, the following requirements apply:

1. Shutoff Duty: Butterfly valves.

3.03 SPRINKLER SCHEDULE

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

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1. Rooms without Ceilings: Quick response, glass bulb, upright sprinklers, rough brass finish, standard temperature rating.

2. Rooms with Suspended Ceilings: Quick response, glass bulb, recessed sprinkler.

3. Wall Mounting: Sidewall sprinklers.

4. Spaces Subject to Freezing: Upright, pendent, dry sprinklers; and sidewall, dry sprinklers as indicated.

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

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

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

3. Sidewall Sprinklers: Bright chrome-plated, with chrome-plated escutcheon.

4. Upright Sprinklers: Chrome plated in finished spaces exposed to view; rough bronze in unfinished spaces not exposed to view.

5. Institutional: White powder coated finish.

3.04 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.

3.05 PIPING INSTALLATION

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

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

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

NFPA 13.

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

D. Install unions adjacent to each valve in pipes NPS 2 and smaller.

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

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

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

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

I. Install alarm devices in piping systems.

J. Install hangers and supports for sprinkler system piping according to NFPA 13. Comply with requirements for hanger materials in NFPA 13.

K. Install pressure gages on riser or feed main at each sprinkler test connection. Include pressure gages with connection not less than NPS 1/4 and with soft metal seated globe valve, arranged for draining pipe between gage and valve. Install gages to permit removal, and install where they will not be subject to freezing.

L. Fill sprinkler system piping with water.

3.06 JOINT CONSTRUCTION

21 13 13 - 14

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

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

D. 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.

E. 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.

F. 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.

G. 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.

3.07 VALVE AND SPECIALTIES INSTALLATION

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

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 backflow preventers in each water-supply connection.

3.08 SPRINKLER INSTALLATION

A. Install sprinklers in suspended ceilings in center of narrow dimension of acoustical ceiling panels and at 12” or 24” from the end of the tile.

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.

3.09 ESCUTCHEON INSTALLATION

A. Install escutcheons for penetrations of walls, ceilings, and floors.

3.10 SLEEVE INSTALLATION

A. General Requirements: Install sleeves for pipes and tubes passing through the following penetrations:

1. Floors

2. Foundation walls

3. Below grade walls

4. Exterior walls

5. Concrete and Masonry walls

B. Sleeves are not required for core-drilled holes.

C. Permanent sleeves are not required for holes formed by removable PE sleeves.

D. Cut sleeves to length for mounting flush with both surfaces unless otherwise indicated.

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E. Install sleeves in new partitions, slabs, and walls as they are built.

F. For interior and exterior wall penetrations, seal annular space between sleeve and pipe or pipe insulation using joint sealants appropriate for size, depth, and location of joint.

G. Seal space outside of sleeves in concrete slabs and walls with grout.

H. Install sleeves that are large enough to provide 1/4-inchannular clear space between sleeve and pipe or pipe insulation unless otherwise indicated.

I. Fire-Barrier Penetrations: Maintain indicated fire rating of…

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