Attachment 2 Liv Phase A CD-2A - Volume_5B_Specs 21-33 (2023-06-12).pdf

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DVA Livermore Phase A Draft Solicitation Federal contract opportunity
Solicitation number
Not on record
Issued by
Department of the Army Corps of Engineers Engineering District Sacramento

About this file

This file appears to be technical specifications for a construction project. The specifications outline requirements for various building systems for Phase A of the Livermore Veterans Affairs Medical Center project being conducted by the Department of the Army Corps of Engineers Sacramento District. Key details include specifications for structural steel, metal fabrications, hollow metal doors and frames, finish hardware, gypsum board assemblies, acoustical ceilings, resilient flooring, painting, and signage. Response to the solicitation is for design-build services to complete the design and construction of specific medical center buildings and infrastructure in accordance with the specifications provided.

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Text version

Construction Documents - CD2 Submittal

Livermore VA Medical Center Realignment and Closure

PART A - COMMUNITY LIVING CENTER

Stockton, CA

February 09, 2018

-2A Submittal

December 08, 2022May 4, 2023 June 12, 2023

Volume 5B - Specifications

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Construction Documents – CD-2A Submission |

TABLE OF CONTENTS

LIVERMORE VA MEDICAL CENTER | REALIGNMENT AND CLOSURE i

TABLE OF CONTENTS 95% CD-2A revised

VOLUME 1

A. EXECUTIVE SUMMARY A-1

B. PROGRAM SUMMARIES B-1

1. General Overview B-1

2. PART A - Community Living Center (CLC), San Joaquin County B-3

C. PROJECT DESIGN NARRATIVES

Part A - Community Living Center (CLC), San Joaquin County

1. ARCHITECTURE C-1

2. CODES AND STANDARDS C-6

3. ELECTRICAL C-10

4. EQUIPMENT - MAJOR MEDICAL C-15

5. FIRE PROTECTION/FIRE LIFE SAFETY C-16

6. HEATING, VENTILATING & AIR CONDITIONING C-38

7. INTEGRATED DESIGN C-47

8. INTERIOR DESIGN C-50

• Interior Design Narrative

• Signage/Wayfinding

9. PLUMBING C-73

10. SECURITY C-80

• Physical Security Narrative

• Blast Narrative

11. SITE DEVELOPMENT & UTILITIES C-101

12. STRUCTURAL C-120

13. SUSTAINABILITY C-122

• Narrative

• Calculations

• LEED Scorecard

14. TELECOMMUNICATIONS C-214

15. FOOD SERVICE C-220

(Updated 08 DEC 2022)

(Updated 08 DEC 2022)

(Updated 08 DEC 2022)

(Updated 05 FEB 2023)

June 12, 2023

(Updated 12 JUN 2023)

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LIVERMORE VA MEDICAL CENTER | REALIGNMENT AND CLOSURE ii

D. SPECIALTY STUDIES & REPORTS

1. AIR QUALITY ASSESSMENT D-1

a. Part A & B - French Camp Site

2. GEOTECHNICAL INVESTIGATION REPORT D-55

a. PART A & B - French Camp Site

3. ACOUSTICAL REPORTS D-120

a. Environmental Noise Reports

b. HVAC Reports

E. A/E CONSTRUCTION DOCUMENT 1 (CD1), DISCIPLINE CHECKLISTS

1. PART A - CLC (SAN JOAQUIN COUNTY) E-1

VOLUME 2

A. EQUIPMENT (MED. EQUIP., ETC.)

1. EQUIPMENT LIST A-1

2. EQUIPMENT CUT SHEETS A-85

B. EQUIPMENT (FOOD SERVICE)

1. EQUIPMENT CUT SHEETS – COMMUNITY LIVING CENTER (CLC) B-1

2. EQUIPMENT CUT SHEETS – NEIGHBORHOOD BUILDING (NH) B-215

VOLUME 3

A. ENGINEERING CALCULATIONS

Part A - Community Living Center (CLC) San Joaquin County

1. STRUCTURAL ENGINEERING A-1

2. MECHANICAL ENGINEERING

a. HVAC System - Energy and LEED E.A. Calculations

b. HVAC Load Calculations - Input & Output

c. Equipment Cut Sheets

3. PLUMBING ENGINEERING

a. Plumbing Calculations

b. Plumbing Fixtures and Equipment

(Updated 10 NOV 2022)

(Updated 08 DEC 2022)

(Updated 08 DEC 2022)

(Updated 08 DEC 2022)

Mechanical Noise Review (2018)

E. A/E CONSTRUCTION DOCUMENT 1 (CD1), DISCIPLINE CHECKLISTS

1. PART A - CLC (SAN JOAQUIN COUNTY) E-1

b. HVAC Reports Noise Control Recommendations (Updated 23 DEC 2022)

(2018)

June 12, 2023

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LIVERMORE VA MEDICAL CENTER | REALIGNMENT AND CLOSURE iii

4. ELECTRICAL ENGINEERING

a. Electrical Load Calculations

b. Lighting Illumination Levels

c. Lighting Illumination Calculations

d. Voltage Drop Calculation Sample

e. Major Electrical Equipment Data Sheets

f. Lightning Risk Analysis

g. Fault Current Calculations

5. BLAST CALCULATIONS (Emailed Under Separate Cover to VA)

6. CIVIL ENGINEERING

VOLUME 4

A. PROJECT SCHEDULE (CRITICAL PATH METHOD - CPM) A-1

B. RISK ANALYSIS B-1

C. CONSTRUCTION COST ESTIMATES (WBS II LEVEL) C-1

1. PART A - CLC (STOCKTON) C-1

2. MARKET SURVEY C-1319

3. ADD ALTERNATE C-1338

D. BUILDING INFORMATION MODEL (BIM) MANAGEMENT PLAN D-1

E. QA/QC Plan E-1

F. MEETING MINUTES F-1

1. A/E TEAM DESIGN & PLANNING COORDINATION MEETINGS F-1

2. A/E TEAM BIM COORDINATION MEETINGS F-98

3. VA WEEKLY PROJECT STATUS MEETINGS F-113

4. UTILITY MEETINGS F-142

G. CD2 DR. CHECKS COMMENTS & RESPONSES G-1

1. CD2 CXA COMMENTS & RESPONSES G-1

VOLUMES 5A, 5B

SPECIFICATIONS A-1

(Updated 08 DEC 2022)

(Updated 08 DEC 2022)

(Updated 05 FEB 2023)

June 12, 2023

(Updated 12 JUN 2023)

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VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

VA PROJECT 640-423

Project Location: Stockton, CA

Project Title: VA Livermore Realignment and Closure, Part A – Community Living Center (CLC)

Submission Type: Construction Documents 2A (CD-2A) Submission

Submission Date: 4 May, 2023

PROJECT MANUAL (SPECIFICATIONS)

VOLUME 5B - Divisions 21 through 33

HDR Architecture, Inc. CLIENT: Department of Veteran Affairs

201 California Street., Suite 1500 Office of Construction & Facilities Management

San Francisco, CA 94111 400 Mare Island Parkway

Vallejo, CA 94592

Director: Leo Flor

Contracting Officer: Reginald Berry

Project Manager: Katti Zand

Architecture; Interior Design;

Medical Equipment Planning;

Signage; Security; Sustainability;

Telecommunication; Master

Plan/Landsape Arch.;

Environmental Assessment:

HDR Architecture, Inc.

201 California Street, Suite 1500 San Francisco, CA 94105

Mechanical/Electrical/Plumbing:

Gayner Engineers

1133 Post Street

San Francisco, CA 94109

Geotechnical:

Allegiance Group

4321 SW Corbett, Suite 200

Portland, OR 97239

Civil Engineering:

Sandis

636 Ninth Street

Oakland, CA 94607

Structural Engineering:

Degenkolb Engineers

375 Beale Street, Suite 500

San Francisco, CA 94105

Blast Loading:

Hinman Consulting Engineers

One Bush Street, Suite 510

San Francisco, CA 94104

Fire Protection:

Jensen Hughes

2950 Buskirk Avenue, Suite 225

Walnut Creek, CA 94597

Acoustical:

Mei Wu Acoustics

3 Twin Dolphins Dr., Suite 190

Redwood City, CA 94065

Cost Estimating:

AECOM

300 California Street

San Francisco, CA 94103

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Dept. of Veterans Affairs - VA Livermore Realignment and Closure

Part A - Stockton CLC

CD-2A Issue 00 01 10 - 1 4 May, 2023

VOLUME 5A: DIVISIONS 01-13

DIVISION 01 — GENERAL REQUIREMENTS

01 00 00 - GENERAL REQUIREMENTS

01 00 00a - Attachment 1 CESPK Form

01 00 00b - Attachment 2 - Interim Life Safety Measures Checklist

01 11 00 - SUMMARY OF WORK

01 11 00a - Attachment 1 - Geotechnical Engineering Report

01 14 00 - WORK RESTRICTIONS

01 20 00 - PRICE AND PAYMENT PROCEDURES

01 30 00 - ADMINISTRATIVE REQUIREMENTS

01 32 01 - PROJECT SCHEDULE

01 33 00 - SUBMITTAL PROCEDURES

01 33 00a - Submittal Register

01 33 00b - RMS SUBMITTAL REGISTER VA CLC PART A

01 33 29 - SUSTAINABILITY REPORTING

01 33 29a - Part-A CLC LEED-Summary Sheet

01 35 26 - GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26a - Attachment 1 - Infection Control Construction Permit

01 35 46 - PROJECT PROCEDURES FOR INDOOR AIR QUALITY (IAQ)

01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS

01 43 39 - MOCK-UPS

01 45 00 - QUALITY CONTROL

01 45 00a - Construction Control Manual

01 45 00.15 - RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 - SPECIAL INSPECTIONS

01 50 00 - TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 - TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 - PROJECT IDENTIFICATION

01 58 00a - Attachment 1 USACE ECB 2020-1 USACE CONSTRUCTION PROJECT SIGNS

AND USE OF THE ARMY STAR

01 58 00b - Attachment 2 USACE-CFM STANDARDIZED SIGNS

01 64 01 - GOVERNMENT FURNISHED EQUIPMENT

01 64 02 - GOVERNMENT PROVIDED EQUIPMENT

01 64 03 - CLC SAN JOAQUIN COUNTY MEDICAL EQUIPMENT MANUFACTURER'S CUT

SHEETS

01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 - CLOSEOUT SUBMITTALS

01 78 23 - OPERATION AND MAINTENANCE DATA

01 78 24 - FACILITY DATA REQUIREMENTS

01 83 16 - BLAST RESISTANT FAÇADE SYSTEMS

01 91 00.01 - GENERAL COMMISSIONING REQUIREMENTS

01 91 00.01a - Attachment A - Part A CLC Commissioning Plan

01 91 00.01b - Attachment B - Draft PFCs

01 91 00.01c - Attachment C - Draft FPTs

DIVISION 03 — CONCRETE

03 30 00 - CAST-IN-PLACE CONCRETE

03 49 00 - GLASS FIBER REINFORCED CONCRETE (GFRC)

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DIVISION 04 — MASONRY

04 05 13 - MASONRY MORTARING

04 05 16 - MASONRY GROUTING

04 05 23 - MASONRY ACCESSORIES

04 20 00 - UNIT MASONRY

04 42 00 - DIMENSION STONE CLADDING

04 43 13 - MANUFACTURED STONE MASONRY VENEER

DIVISION 05 — METALS

05 12 00 - STRUCTURAL STEEL FRAMING

05 12 13 - ARCHITECTURAL STRUCTURAL STEEL

05 31 00 - STEEL DECKING

05 36 00 - COMPOSITE METAL DECKING

05 40 00 - COLD-FORMED METAL FRAMING

05 50 00 - METAL FABRICATIONS

DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES

06 10 00 - ROUGH CARPENTRY

06 20 00 - FINISH CARPENTRY

DIVISION 07 — THERMAL AND MOISTURE PROTECTION

07 08 00.01 - FACILITY EXTERIOR CLOSURE COMMISSIONING

07 19 16 - SILANE WATER REPELLENT

07 21 13 - THERMAL INSULATION

07 22 00 - ROOF AND DECK INSULATION

07 25 00 - WEATHER BARRIERS

07 31 13 - ASPHALT SHINGLES

07 40 00 - WALL AND ROOF PANELS

07 42 93 - METAL SOFFIT PANELS

07 53 23 - ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 - FLASHING AND SHEET METAL

07 71 00 - ROOF SPECIALTIES

07 72 00 - ROOF ACCESSORIES

07 84 00 - FIRESTOPPING

07 92 00 - JOINT SEALANTS

DIVISION 08 — OPENINGS

08 11 13 - HOLLOW METAL DOORS AND FRAMES

08 14 00 - INTERIOR WOOD DOORS

08 31 13 - ACCESS DOORS AND FRAMES

08 33 00 - COILING DOORS

08 35 02 - VERTICAL FOLDING OPERABLE WALL

08 41 13 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 - DOOR HARDWARE

08 71 13 - AUTOMATIC DOOR OPERATORS

08 71 13.11 - LOW ENERGY POWER ASSIST DOOR OPERATORS

08 80 00 - GLAZING

08 90 00 - LOUVERS

DIVISION 09 — FINISHES

09 05 16 - SUBSURFACE PREPARATION FOR FLOOR FINISHES

09 22 16 - NON-STRUCTURAL METAL FRAMING

09 24 00 - PORTLAND CEMENT PLASTERING

09 29 00 - GYPSUM BOARD

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09 30 13 - TILING

09 51 00 - ACOUSTICAL CEILINGS

09 54 23 - LINEAR METAL CEILINGS

09 54 27 - WOOD CEILING SYSTEM

09 61 10 - CONCRETE FLOOR TREATMENT

09 62 29 - CORK TILE

09 65 13 - RESILIENT BASE AND ACCESSORIES

09 65 16 - RESILIENT SHEET FLOORING

09 65 66 - ATHLETIC FLOORING

09 67 23.60 - RESINOUS FLOORING (RES-6A)

09 68 00 - CARPET TILE

09 91 00 - PAINTING

DIVISION 10 — SPECIALTIES

10 14 00 - SIGNAGE

10 21 13 - TOILET COMPARTMENTS

10 22 13 - WIRE MESH PARTITIONS

10 26 00 - WALL AND DOOR PROTECTION

10 28 00 - TOILET, BATH, AND LAUNDRY ACCESSORIES

10 31 06 - MANUFACTURED FIREPLACE - ELECTRIC

10 44 13 - FIRE EXTINGUISHER CABINETS

10 51 13 - METAL LOCKERS

10 71 13 - EXTERIOR SUN CONTROL DEVICES

10 75 00 - FLAGPOLES

DIVISION 11 — EQUIPMENT

11 13 19 - DOCK LEVELERS AND EQUIPMENT

11 13 21 - SCISSOR LIFT

11 24 26 - SAFETY TIE-BACKS

11 31 00 - RESIDENTIAL APPLIANCES

11 40 00 - FOOD SERVICE EQUIPMENT - CLC

11 40 00 - FOOD SERVICE EQUIPMENT - NH

11 73 00 - CEILING MOUNTED PATIENT LIFT SYSTEM

11 73 00a - Installation or Relocation Checklist for Ceiling Mounted

Patient Lifts

DIVISION 12 — FURNISHINGS

12 32 00 - MANUFACTURED WOOD CASEWORK

12 36 63 - SOLID SURFACE FABRICATIONS (SSF)

DIVISION 13 — SPECIAL CONSTRUCTION

13 05 41 - SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS

VOLUME 5B: DIVISIONS 21-33

DIVISION 21 — FIRE SUPPRESSION

21 08 00.01 - COMMISSIONING OF FIRE SUPPRESSION SYSTEMS

21 13 13 - WET-PIPE SPRINKLER SYSTEMS

21 21 03 - WET CHEMICAL FIRE EXTINGUISHING SYSTEM

DIVISION 22 — PLUMBING

22 05 11 - COMMON WORK RESULTS FOR PLUMBING

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22 05 12 - GENERAL MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 19 - METERS AND GAGES FOR PLUMBING PIPING

22 05 23 - GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 07 11 - PLUMBING INSULATION

22 08 00.01 - COMMISSIONING OF PLUMBING SYSTEMS

22 11 00 - FACILITY WATER DISTRIBUTION

22 11 23 - DOMESTIC WATER PUMPS

22 13 00 - FACILITY SANITARY AND VENT PIPING

22 14 00 - FACILITY STORM DRAINAGE

22 31 11 - WATER SOFTENERS

22 34 00 - FUEL-FIRED DOMESTIC WATER HEATERS

22 40 00 - PLUMBING FIXTURES

22 62 00 - VACUUM SYSTEMS FOR HEALTHCARE FACILITIES

22 63 00 - GAS SYSTEMS FOR HEALTHCARE FACILITIES

DIVISION 23 — HEATING VENTILATING AND AIR CONDITIONING

23 05 11 - COMMON WORK RESULTS FOR HVAC

23 05 12 - GENERAL MOTOR REQUIREMENTS FOR HVAC AND STEAM GENERATION

EQUIPMENT

23 05 41 - NOISE AND VIBRATION CONTROL FOR HVAC PIPING AND EQUIPMENT

23 05 93 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 11 - HVAC AND BOILER PLANT INSULATION

23 08 00.01 - COMMISSIONING OF HVAC SYSTEMS

23 09 23 - DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC

23 11 23 - FACILITY NATURAL-GAS PIPING

23 21 13 - HYDRONIC PIPING

23 21 23 - HYDRONIC PUMPS

23 22 13 - STEAM AND CONDENSATE HEATING PIPING

23 25 00 - HVAC WATER TREATMENT

23 31 00 - HVAC DUCTS AND CASINGS

23 34 00 - HVAC FANS

23 36 00 - AIR TERMINAL UNITS

23 37 00 - AIR OUTLETS AND INLETS

23 40 00 - HVAC AIR CLEANING DEVICES

23 51 00 - BREECHINGS, CHIMNEYS, AND STACKS

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

23 82 00 - CONVECTION COOLING UNITS

23 82 16 - AIR COILS

23 84 13 - ELECTRIC EVAPORATIVE HUMIDIFIERS

DIVISION 25 — INTEGRATED AUTOMATION

25 10 10 - ADVANCED UTILITY METERING SYSTEM

DIVISION 26 — ELECTRICAL

26 05 11 - REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

26 05 13 - MEDIUM-VOLTAGE CABLES

26 05 19 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 33 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 41 - UNDERGROUND ELECTRICAL CONSTRUCTION

26 05 73 - OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

26 08 00.01 - COMMISSIONING OF ELECTRICAL SYSTEMS

26 09 13 - POWER MONITORING COMMUNICATIONS SYSTEM

26 09 23 - LIGHTING CONTROLS

26 22 00 - LOW-VOLTAGE TRANSFORMERS

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26 24 13 - DISTRIBUTION SWITCHBOARDS

26 24 16 - PANELBOARDS

26 25 11 - TRACK BUSWAY AND RECEPTACLE MODULES FOR COMMUNICATION SYSTEMS

26 27 26 - WIRING DEVICES

26 29 11 - MOTOR CONTROLLERS

26 29 21 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 36 23 - AUTOMATIC TRANSFER SWITCHES

26 41 00 - FACILITY LIGHTNING PROTECTION

26 43 13 - SURGE PROTECTIVE DEVICES

26 51 00 - INTERIOR LIGHTING

26 56 00 - EXTERIOR LIGHTING

DIVISION 27 — COMMUNICATIONS

27 05 11 - REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS

27 05 26 - GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

27 05 33 - RACEWAYS AND BOXES FOR COMMUNICATIONS SYSTEMS

27 08 00.01 - COMMISSIONING OF COMMUNICATIONS SYSTEMS

27 10 00 - STRUCTURED CABLING

27 11 00 - TELECOMMUNICATIONS ROOM FITTINGS

27 15 00 - COMMUNICATIONS STRUCTURED CABLING

27 41 31 - MASTER ANTENNA TELEVISION EQUIPMENT AND SYSTEMS

27 51 16 - PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEMS

27 52 23 - NURSE CALL SYSTEM

DIVISION 28 — ELECTRONIC SAFETY AND SECURITY

28 05 00 - COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY

28 05 13 - CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY

28 05 26 - GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 05 28.33 - CONDUITS AND BACKBOXES FOR ELECTRONIC SAFETY AND SECURITY

28 08 00.01 - COMMISSIONING OF ELECTRONIC SAFETY AND SECURITY SYSTEMS

28 13 00 - PHYSICAL ACCESS CONTROL SYSTEM

28 16 00 - INTRUSION DETECTION SYSTEM

28 23 00 - VIDEO SURVEILLANCE

28 26 00 - ELECTRONIC PERSONAL PROTECTION SYSTEM

28 31 00 - FIRE DETECTION AND ALARM

DIVISION 31 — EARTHWORK

31 20 00 - EARTHWORK

DIVISION 32 — EXTERIOR IMPROVEMENTS

32 05 23 - CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS

32 12 16 - ASPHALT PAVING

32 17 23 - PAVEMENT MARKINGS

32 31 20 - ORNAMENTAL STEEL FENCE AND GATES

32 31 29 - WOOD FENCES & GATES

32 84 00 - PLANTING IRRIGATION

32 90 00 - PLANTING

32 90 10 - AGGREGATE PAVING

32 90 20 - EXTERIOR WOOD CONSTRUCTION

32 92 19 - HYDROSEED

32 92 23 - SODDING

32 93 00 - SITE FURNISHINGS

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CD-2A Issue 00 01 10 - 6 4 May, 2023

DIVISION 33 — UTILITIES

33 08 00.01 - COMMISSIONING OF SITE UTILITY SYSTEMS

33 10 00 - WATER UTILITIES

33 30 00 - SANITARY SEWER UTILITIES

33 40 00 - STORM SEWER UTILITIES

33 51 00 - NATURAL-GAS DISTRIBUTION

END OF TABLE OF CONTENTS

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CD-2A Issue 21 08 00.01 - 1 4 May, 2023

SECTION 21 08 00.01

DVA/USACE PROJECTS COMMISSIONING OF FIRE SUPPRESSION SYSTEMS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The requirements of this Section apply to all sections of Division 21.

B. This project will have selected building systems commissioned. The complete list of equipment and systems to be commissioned is specified in Section 01 91 00.01 DVA/USACE Projects GENERAL COMMISSIONING

REQUIREMENTS. The commissioning process, which the Contractor is responsible to execute, is defined in Section 01 91 00.01 DVA/USACE

Projects GENERAL COMMISSIONING REQUIRMENTS. A Commissioning Agent

(CxA) appointed by the Government and Commissioning Manager (CxM) as indicated in Section 01 91 00.01 DVA/USACE Projects GENERAL

COMMISSIONING REQUIRMENTS will manage the commissioning process.

1.2 RELATED WORK

UFGS GENERAL REQUIREMENTS sections

Section 01 91 00.01 DVA/USACE Projects GENERAL COMMISSIONING REQUIREMENTS

UFGS Section 01 33 00 SUBMITTAL PROCEDURES

1.3 SUMMARY

A. This Section includes requirements for commissioning the Fire

Suppression systems, subsystems and equipment. This Section supplements the general requirements specified in Section 01 91 00.01

DVA/USACE Projects GENERAL COMMISSIONING REQUIREMENTS.

B. Refer to Section 01 91 00.01 DVA/USACE Projects GENERAL COMMISSIONING

REQUIREMENTS for more details regarding processes and procedures as well as roles and responsibilities for all Commissioning Team members.

1.4 DEFINITIONS

A. Refer to Section 01 91 00.01 DVA/USACE Projects GENERAL COMMISSIONING

REQUIREMENTS for definitions.

1.5 COMMISSIONED SYSTEMS

A. Commissioning of a system or systems specified in Division 21 is part of the construction process. Documentation and testing of these systems, as well as training of the VA’s Operation and Maintenance personnel in accordance with the requirements of Section 01 91 00.01

DVA/USACE Projects GENERAL COMMISSIONING REQUIREMENTS and of Division

21, is required in cooperation with the VA and the Commissioning Agent.

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CD-2A Issue 21 08 00.01 - 2 4 May, 2023

B. The Fire Suppression systems commissioning will include the systems listed in Section 01 91 00.01 DVA/USACE Projects GENERAL COMMISSIONING

REQUIREMENTS:

1.6 SUBMITTALS

A. The commissioning process requires review of selected Submittals. The

CxA will provide a list of submittals that will be reviewed by the CxA and CxM. This list will be reviewed and approved by the DVA/USACE prior to forwarding to the Contractor. Refer to UFGS Section 01 33 00

SUBMITTAL PROCEDURES for further details.

B. The commissioning process requires Submittal review simultaneously with engineering review. Specific submittal requirements related to the commissioning process are specified in Section 01 91 00.01 DVA/USACE

Projects GENERAL COMMISSIONING REQUIREMENTS.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 CONSTRUCTION INSPECTIONS

A. Commissioning of the building fire suppression systems will require inspection of individual elements of the fire suppression construction throughout the construction period. The Contractor shall coordinate with the CxA and CxM in accordance with Section 01 91 00.01 DVA/USACE

Projects GENERAL COMMISSIONING REQUIRMENTS and the Commissioning plan to schedule inspections as required to support the Commissioning

Process.

3.2 PRE-FUNCTIONAL CHECKLISTS

A. The Contractor shall complete Pre-Functional Checklists to verify systems, subsystems, and equipment installation is complete and systems are ready for Systems Functional Performance Testing. The CxM will prepare Pre-Functional Checklists to be used to document equipment installation. The Contractor shall complete the checklists. Completed checklists shall be submitted to the DVA/USACE, and CxA for review.

The CxM and CxA may spot check a sample of completed checklists. If the CxM and CxA determine that the information provided on the checklist is not accurate, the CxM will return the marked-up checklist to the Contractor for correction and resubmission. If the CxM and CxA determine that a significant number of completed checklists for similar equipment are not accurate, the CxM in coordination with CxA will select a broader sample of checklists for review. If the CxM and CxA determine that a significant number of the broader sample of checklists

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CD-2A Issue 21 08 00.01 - 3 4 May, 2023 is also inaccurate, all the checklists for the type of equipment will be returned to the Contractor for correction and resubmission. Refer to SECTION 01 91 00.01 DVA/USACE GENERAL COMMISSIONING REQUIREMENTS for submittal requirements for Pre-Functional Checklists, Equipment Startup

Reports, and other commissioning documents.

3.3 CONTRACTORS TESTS

A. Contractor tests as required by other sections of Division 21 shall be scheduled and documented in accordance with UFGS GENERAL REQUIREMENTS sections. All testing shall be incorporated into the project schedule.

Contractor shall provide no less than 7 calendar days’ notice of testing. The CxM will witness selected Contractor tests at the sole discretion of the CxM and CxA. The CxA and other Government representative(s) may choose to participate in some or all the testing procedures as observers. Contractor tests shall be completed prior to scheduling Systems Functional Performance Testing.

3.4 SYSTEMS FUNCTIONAL PERFORMANCE TESTING

A. The Commissioning Process includes Systems Functional Performance

Testing that is intended to test systems functional performance under steady state conditions, to test system reaction to changes in operating conditions, and system performance under emergency conditions. The CxM will prepare final and detailed Systems Functional

Performance Test procedures for review and approval by the COR. The

Contractor shall review and comment on the tests prior to approval.

The Contractor shall provide the required labor, materials, and test equipment identified in the test procedure to perform the tests. The

CxM will witness and document the testing. The Contractor shall sign the test reports to verify tests were performed. See Section 01 91

00.01 DVA/USACE Projects GENERAL COMMISSIONING REQUIREMENTS, for additional details.

3.5 TRAINING OF VA PERSONNEL

A. Training of the VA operation and maintenance personnel is required in cooperation with the COR, VA Resident Engineer, and CxM. Provide competent, factory authorized personnel to provide instruction to operation and maintenance personnel concerning the location, operation, and troubleshooting of the installed systems. Contractor shall submit training agendas and trainer resumes in accordance with the requirements of Section 01 91 00.01 DVA/USACE Projects GENERAL

COMMISSIONING REQUIRMENTS. The instruction shall be scheduled in

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CD-2A Issue 21 08 00.01 - 4 4 May, 2023 coordination with the COR and VA Resident Engineer after submission and approval of formal training plans. Refer to Section 01 91 00.01

DVA/USACE Projects GENERAL COMMISSIONING REQUIREMENTS and Division 21

Sections for additional Contractor training requirements.

B. Minimum Training Hours shall be the following:

1) WET PIPE SPRINKLER SYSTEMS– Two 8-Hour Classroom and Field

Sessions

2) FIRE PUMP, JOCKEY PUMP AND CONTROLS- Two 4-Hour Classroom and

Field Sessions

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CD-2A Issue 21 13 13 - 1 4 May, 2023

SECTION 21 13 13

WET-PIPE SPRINKLER SYSTEMS

PART 1 - GENERAL

1.1. DESCRIPTION

A. Design, installation, and testing shall be in accordance with NFPA 13.

B. The design and installation of a hydraulically calculated automatic wet-pipe system complete and ready for operation, for all portions of the Community Living Center (CLC) and Neighborhood (NH) buildings at the Stockton site, located in San Joaquin County.

C. The automatic sprinkler system drawings represent design criteria only.

The contractor is responsible for all work necessary for a complete, operating system including the preparation of shop drawings, hydraulic calculations, and seismic bracing calculations. Exposed sprinkler piping in unfinished areas shall be painted.

D. The omission of any necessary system component, as required by the authorities having jurisdiction, the specifications, or the drawings shall not relieve the Contractor of the responsibility for providing such necessity, without additional cost. Any case of error, omission, discrepancy, or lack of clarity shall be promptly identified for clarifications prior to the bid due date.

1.2. RELATED WORK

A. Section 01 33 00, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

B. Section 07 84 00, FIRESTOPPING

C. Section 09 91 00, PAINTING

D. Section 22 05 23, GENERAL-DUTY VALVES FOR PLUMBING PIPING

E. Section 28 31 00, FIRE DETECTION AND ALARM

1.3. DESIGN CRITERIA

A. Design Basis Information: Provide design, materials, equipment, installation, inspection, and testing of the automatic sprinkler system in accordance with the requirements of NFPA 13.

1. Perform hydraulic calculations in accordance with NFPA 13 utilizing the Area/Density method.

2. Sprinkler Protection: Sprinkler hazard classifications shall be in accordance with NFPA 13. The hazard classification examples of uses and conditions identified in the Annex of NFPA 13 shall be mandatory for areas not listed below. Request clarification from the

Government for any hazard classification not identified. To

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CD-2A Issue 21 13 13 - 2 4 May, 2023 determining spacing and sizing, apply the following coverage classifications:

a. Light Hazard Occupancies: Office areas, patient units, exam rooms, bathrooms, corridors, waiting areas, reception areas and similar areas.

b. Ordinary Hazard Group 1 Occupancies: Laboratories, mechanical equipment rooms, transformer rooms, electrical switchgear rooms, electric closets, storage rooms, trash rooms, clean and soiled linen rooms, pharmacy and associated storage, laundry, kitchens, kitchen storage areas, and boiler plants, and repair shops where stockpiles of combustibles do not exceed 8 feet in height.

c. Ordinary Hazard Group 2 Occupancies: Storage rooms, trash rooms, clean and soiled linen rooms, pharmacy and associated storage, laundry, and kitchen storage areas where stockpiles of combustibles do not exceed 12 feet in height.

3. Hydraulic Calculations: Calculated demand including hose stream requirements shall fall no less than 10 percent below the available water supply curve.

4. Water Supply: Water shall be supplied via a 2000 gpm pump providing

90 psi boost to 40 psi provided to the pump by the city. Design criteria for hydraulic calculations shall be as follows:

STATIC: 125 PSI

RESIDUAL: 125 PSI

FLOW: 2,000 GPM

The source of this design criteria shall be located at the outlet of the pump located in the Central Utility Plant (CUP), see Site

Utilities and Fire Protection drawings for location and configuration of planned pump.

5. Zoning: The following shall apply when zoning is present.

a. For each sprinkler zone provide a control valve, flow switch, and a test and drain assembly with pressure gauge.

6. Provide seismic protection in accordance with NFPA 13. Contractor shall submit load calculations for sizing of sway bracing for systems that are required to be protected against damage from earthquakes.

1.4. SUBMITTALS

A. Submit as one package in accordance with Section 01 33 00, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES. Prepare detailed working drawings

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CD-2A Issue 21 13 13 - 3 4 May, 2023 that are signed by a NICET Level III or Level IV Sprinkler Technician or stamped by a Registered Professional Engineer licensed in the field of Fire Protection Engineering. As the VA review is for technical adequacy only, the installer remains responsible for correcting any conflicts with other trades and building construction that arise during installation. Partial submittals will not be accepted. Material submittals shall be approved prior to the purchase or delivery to the job site. Suitably bind submittals in notebooks or binders and provide an index referencing the appropriate specification section. In addition to the hard copies, provide submittal SHOP DRAWINGS, HYDRAULIC

CALCULATIONS, AND PRODUCT DATA electronically in pdf format on a compact disc or as directed by the Contracting Officer’s Technical

Representative (COR). Submittals shall include, but not be limited to, the following:

1. Qualifications:

a. Provide a copy of the installing contractor’s State of California fire sprinkler contractor’s license.

b. Provide a copy of the NICET certification for the NICET Level III or Level IV Sprinkler Technician who prepared and signed the detailed working drawings unless the drawings are stamped by a

Registered Professional Engineer licensed in the field of Fire

Protection Engineering.

c. Provide documentation showing that the installer has been actively and successfully engaged in the installation of commercial automatic sprinkler systems for the past ten years.

2. Drawings: Submit scaled detailed working drawings conforming to the

Plans and Calculations chapter of NFPA 13. Drawings shall include graphical scales that allow the user to determine lengths when the drawings are reduced in size. Include a site plan showing the piping to the water supply connection to the city water.

3. Manufacturer’s Data Sheets: Provide data sheets for all materials and equipment proposed for use on the system. Include listing information and installation instructions in data sheets. Where data sheets describe items in addition to those proposed to be used for the system, clearly identify the proposed items on the sheet.

4. Calculation Sheets:

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a. Submit hydraulic calculation sheets in tabular form conforming to the requirements and recommendations of the Plans and

Calculations chapter of NFPA 13.

b. Submit calculations of loads for sizing of sway bracing in accordance with NFPA 13.

5. Valve Charts: Provide a valve chart that identifies the location of each control valve. Coordinate nomenclature and identification of control valves with COR. Where existing nomenclature does not exist, the chart shall include no less than the following: Tag ID

No., Valve Size, Service (control valve, main drain, aux. drain, inspectors test valve, etc.), and Location.

6. Final Document Submittals: Provide as-built drawings and testing and maintenance instructions in accordance with the requirements in

Section 01 33 00, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. In addition, submittals shall include, but not be limited to, the following:

a. A complete set of as-built drawings showing the installed system with the specific interconnections between the fire sprinkler system and the fire alarm equipment. Provide a complete set in the formats as follows. Submit items 2 and 3 below on a compact disc or as directed by the COR.

1) One full size (or size as directed by the COR) printed copy.

2) One complete set in electronic pdf format.

3) One complete set in AutoCAD format or a format as directed by the COR.

b. Material and Testing Certificate: Upon completion of the sprinkler system installation or any partial section of the system, including testing and flushing, provide a copy of a completed Material and Testing Certificate as indicated in NFPA

13. Certificates shall be provided to document all parts of the installation.

c. Operations and Maintenance Manuals that include step-by-step procedures required for system startup, operation, shutdown, and routine maintenance and testing. The manuals shall include the manufacturer's name, model number, parts list, and tools that should be kept in stock by the owner for routine maintenance, including the name of a local supplier, troubleshooting guide, DRAFT

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CD-2A Issue 21 13 13 - 5 4 May, 2023 and recommended service organization, including address and telephone number, for each item of equipment.

d. One paper copy of the Material and Testing Certificates and the

Operations and Maintenance Manuals above shall be provided in a binder. In addition, these materials shall be provided in pdf format on a compact disc or as directed by the COR.

e. Provide one additional copy of the Operations and Maintenance

Manual covering the system in a flexible protective cover and mount in an accessible location adjacent to the riser or as directed by the COR.

1.5. QUALITY ASSURANCE

A. Installer Reliability: The installer shall possess a valid State of

California fire sprinkler contractor's license. The installer shall have been actively and successfully engaged in the installation of commercial automatic sprinkler systems for the past ten years.

B. Materials and Equipment: All equipment and devices shall be of a make and type listed by UL or approved by FM, or other nationally recognized testing laboratory for the specific purpose for which it is used. All materials, devices, and equipment shall be approved by the VA. All materials and equipment shall be free from defect. All materials and equipment shall be new unless specifically indicated otherwise on the contract drawings.

1.6. APPLICABLE PUBLICATIONS

A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only.

B. National Fire Protection Association (NFPA):

NFPA 13-13..............Installation of Sprinkler Systems

NFPA 101-12.............Life Safety Code

C. Underwriters Laboratories, Inc. (UL):

Fire Protection Equipment Directory (2011)

D. Factory Mutual Engineering Corporation (FM):

Approval Guide

PART 2 - PRODUCTS

2.1. GENERAL

A. All components not referenced by NFPA 13 shall be UL listed and/or FM approved for use in fire protection systems. All components shall be

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CD-2A Issue 21 13 13 - 6 4 May, 2023 new and used in accordance with the manufacturer's recommendations and its UL listing and/or FM approval.

B. The naming of manufacturers in the specifications shall not be construed as eliminating the materials, products, or services of other manufacturers and suppliers providing approved equivalent items.

C. The substitutions of materials or products other than those named in the specifications are subject to proper approval of the Owner and

Engineer granted in writing.

2.2. PIPING & FITTINGS

A. Piping and fittings for private underground water mains shall be in accordance with NFPA 13.

1. Pipe and fittings from inside face of building 300 mm (12 in.) above finished floor to a distance of approximately 1500 mm (5 ft.)

outside building: Ductile Iron, flanged fittings, and 316 stainless steel bolting.

B. Piping and fittings for sprinkler systems shall be in accordance with

NFPA 13.

1. Plain-end pipe fittings with locking lugs or shear bolts are not permitted.

2. Piping sizes 50 mm (2 inches) and smaller shall be black steel

Schedule 40 with threaded end connections.

3. Piping sizes 65 mm (2 ½ inches) and larger shall be black steel

Schedule 10 with grooved connections. Grooves in Schedule 10 piping shall be rolled grooved only.

4. Use nonferrous piping in MRI Scanning Rooms.

5. Plastic piping shall not be permitted.

6. Standard Flexible sprinkler connections are permitted to be used where suspended ceilings with t-bar and stud framing are used.

Where used, the entire listed assembly shall be provided.

Connection shall be to a standard screwed fitting on the branch line, press fittings shall not be used. Flexhead or approved equal.

2.3. VALVES

A. General:

1. Valves shall be in accordance with NFPA 13.

2. Do not use quarter turn ball valves for 50 mm (2 inch) or larger drain valves.

B. Control Valve: The control valves shall be a listed indicating type.

Control valves shall be UL Listed or FM Approved for fire protection

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CD-2A Issue 21 13 13 - 7 4 May, 2023 installations. System control valve shall be rated for normal system pressure but in no case less than 175 PSI.

C. Check Valve: Shall be of the swing type with a flanged cast iron body and flanged inspection plate.

D. Automatic Ball Drips: Cast brass 20 mm (3/4 inch) in-line automatic ball drip with both ends threaded with iron pipe threads.

E. Backflow Preventer: Provide backflow preventer in accordance with

Section 22 05 23, GENERAL-DUTY VALVES FOR PLUMBING PIPING. Provide means to forward flow test the backflow preventer in accordance with

NFPA 13. Coordinate with civil drawings.

2.4. FIRE DEPARTMENT SUPPLY CONNECTION

A. Brass exterior fire department connection with brass escutcheon plate, and a minimum of two 65 mm (2-1/2 inch) connections threaded to match those on the local fire protection service, with polished brass caps and chains. Provide escutcheon with integral raised letters "AUTOSPKR" or "AUTOSPKR AND STANDPIPE" as appropriate. Install an automatic ball drip between fire department connection and check valve with drain piping routed to the exterior of the building or a floor drain.

2.5. SPRINKLERS

A. All sprinklers shall be UL Listed or FM approved quick response except where specifically prohibited by their listing.

B. Temperature Ratings: In accordance with NFPA 13 except that sprinklers in elevator shafts and elevator machine rooms shall be no less than intermediate temperature rated and sprinklers in generator rooms shall be no less than high temperature rated.

C. Provide sprinkler guards in accordance with NFPA 13 and when the elevation of the sprinkler is less than 7 feet 6 inches above finished floor. The sprinkler guard shall be UL listed or FM approved for use with the corresponding sprinkler.

D. Contractor is responsible for reviewing the drawings and field conditions and providing and installing the actual number of sprinklers required under the referenced codes, standards, and these specifications.

2.6. SPRINKLER CABINET

A. Provide sprinkler cabinet with the required number of sprinklers of all ratings and types installed, and a sprinkler wrench for each type of sprinkler in accordance with NFPA 13. Locate adjacent to the riser.

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CD-2A Issue 21 13 13 - 8 4 May, 2023

B. Provide a list of sprinklers installed in the property in the cabinet.

The list shall include the following:

1. Manufacturer, model, orifice, deflector type, thermal sensitivity, and pressure for each type of sprinkler in the cabinet.

2. General description of where each sprinkler is used.

3. Quantity of each type present in the cabinet.

4. Issue or revision date of list.

2.7. SPRINKLER SYSTEM SIGNAGE

A. Provide signs where required by NFPA 13.

B. Rigid plastic, steel or aluminum signs with white lettering on a red background with holes for easy attachment. Sprinkler system signage shall be attached to the valve or piping with chain.

C. Valve signs shall indicate purpose and system of each control, test trim, and drain valve. Hydraulic information sign shall meet requirements of NFPA 13.

2.8. SWITCHES

A. OS&Y Valve Supervisory Switches shall be in a weatherproof die cast/red baked enamel, oil resistant, aluminum housing with tamper resistant screws, 13 mm (1/2 inch) conduit entrance and necessary facilities for attachment to the valves. Provide two SPDT switches rated at 2.5 amps at 24 VDC.

B. Water flow Alarm Switches shall be mechanical, non-coded, non-accumulative retard and adjustable from 0 to 60 seconds. Set flow switches at an initial setting between 20 and 30 seconds. Waterflow alarm switch shall be installed before the system has been hydrostatically tested. Activation of waterflow alarm switch shall cause an alarm on the fire alarm system control unit.

C. Valve Supervisory Switches for Ball and Butterfly Valves: May be integral with the valve.

2.9. GAUGES

A. Provide gauges as required by NFPA 13. The gauges shall be liquid filled. Provide gauges where the normal pressure of the system is at the midrange of the gauge.

2.10. PIPE HANGERS, SUPPORTS AND RESTRAINT OF SYSTEM PIPING

A. Pipe hangers, supports, and restraint of system piping shall be in accordance with NFPA 13.

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CD-2A Issue 21 13 13 - 9 4 May, 2023

2.11. WALL, FLOOR, AND CEILING PLATES

A. Provide chrome plated steel escutcheon plates for all exposed penetrations through walls, floors, and ceilings.

2.12. VALVE TAGS

A. Engraved black filled numbers and letters not less than 15 mm (1/2 inch) high for number designation, and not less than 8 mm (1/4 inch) for service designation on 19 gauge, 40 mm (1-1/2 inches) round brass disc, attached with brass "S" hook or brass chain.

PART 3 - EXECUTION

3.1. INSTALLATION

A. Installation shall be accomplished by the licensed contractor. Provide a qualified technician, experienced in the installation and operation of the type of system being installed, to supervise the installation and testing of the system.

B. Installation of Piping: Accurately cut pipe to measurements established by the installer and work into place without springing or forcing.

Concealed piping in spaces that have finished ceilings. Where ceiling mounted equipment exists, such as in operating and radiology rooms, install sprinklers so as not to obstruct the movement or operation of the equipment. Sidewall heads may need to be utilized. In stairways, locate piping as near to the ceiling as possible to prevent tampering by unauthorized personnel and to provide a minimum headroom clearance of 2250 mm (seven feet six inches). Piping shall not obstruct the minimum means of egress clearances required by NFPA 101. Pipe hangers, supports, and restraint of system piping, and seismic bracing shall be installed accordance with NFPA 13.

C. Welding: Conform to the requirements and recommendations of NFPA 13.

D. Drains: Provide drips and drains, including low point drains, in accordance with NFPA 13. Pipe drains to discharge indirectly into sanitary risers connected to the sanitary sewer. Discharge to the exterior is not permitted. Drains shall be of adequate size to readily carry the full flow from each drain under maximum pressure and coordinated with the plumbing drawings. The drain piping shall not be restricted or reduced and shall be of the same diameter as the drain collector.

E. Valve Supervisory Switches: Provide supervisory switches for sprinkler control valves.

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CD-2A Issue 21 13 13 - 10 4 May, 2023

F. Waterflow Alarm Switches: Install waterflow alarm switches and valves in stairwells or other easily accessible locations.

G. Inspector's Test Connection: Install and supply in accordance with NFPA

13, locate in a secured area.

H. Affix cutout disks, which are created by cutting holes in the walls of pipe for flow switches and non-threaded pipe connections to the respective waterflow switch or pipe connection near to the pipe from where they were cut.

I. Clearances: For systems requiring seismic protection, piping that passes through floors or walls shall have penetrations sized 50 mm (2 inches) nominally larger than the penetrating pipe for pipe sizes 25 mm

(1 inch) to 90 mm (3 ½ inches) and 100 mm (4 inches) nominally larger for penetrating pipe sizes 100 mm (4 inches) and larger.

J. Sleeves: Provide for pipes passing through masonry or concrete. Provide space between the pipe and the sleeve in accordance with NFPA 13. Seal this space with a UL Listed through penetration fire stop material in accordance with Section 07 84 00, FIRESTOPPING. Where core drilling is used in lieu of sleeves, also seal space. Seal penetrations of walls, floors and ceilings of other types of construction, in accordance with

Section 07 84 00, FIRESTOPPING.

K. Where dry pendent sprinklers are used for freezers or similar spaces and they are connected to the wet pipe system, provide an EPDM boot around the dry pendent sprinkler on the heated side and securely seal to the pipe and freezer to prevent condensation from entering the freezer.

L. Provide pressure gauges at each water flow alarm switch location and at each main drain connection.

M. Firestopping shall be provided for all penetrations of fire resistance rated construction. Firestopping shall comply with Section 07 84 00, FIRESTOPPING.

N. MRI Suite: Provide no more than one penetration of the MRI shield enclosure.

O. Painting of Pipe: In finished areas where walls and ceilings have been painted, paint primed surfaces with two coats of paint to match adjacent surfaces, except paint valves and operating accessories with two coats of gloss red enamel. In unfinished areas all piping shall be painted Fire Safety Red. Exercise care to avoid painting sprinklers.

Any painted sprinkler shall be replaced with a new sprinkler. Painting

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CD-2A Issue 21 13 13 - 11 4 May, 2023 is not required in areas above suspended ceilings and in crawl spaces is not required. Painting shall comply with Section 09 91 00, PAINTING or by the COR.

P. Sprinkler System Signage: Provide rigid sprinkler system signage in accordance with NFPA 13 and NFPA 25. Sprinkler system signage shall include, but not limited to, the following:

1. Identification Signs:

a. Provide signage for each control valve, drain valve, sprinkler cabinet, and inspector’s test.

b. Provide valve tags for each operable valve. Coordinate nomenclature and identification of operable valves with COR.

Where existing nomenclature does not exist, the Tag

Identification shall include no less than the following: (FP-B-

F/SZ-#) Fire Protection, Building Number, Floor Number/Smoke Zone

(if applicable), and Valve Number. (E.g., FP-500-1E-001) Fire

Protection, Building 500, First Floor East, Number 001.

2. Instruction/Information Signs:

a. Provide signage for each control valve to indicate valve function and to indicate what system is being controlled.

b. Provide signage indicating the number and location of low point drains.

3. Hydraulic Placards:

a. Provide signage indicating hydraulic design information. The placard shall include location of the design area, discharge densities, required flow and residual pressure at the base of riser, occupancy classification, hose stream allowance, flow test information, and installing contractor. Locate hydraulic placard information signs at each sprinkler system riser.

Q. Repairs: Repair damage to the building or equipment resulting from the installation of the sprinkler system by the installer at no additional expense to the Government.

3.2. INSPECTION AND TEST

A. Preliminary Testing: Flush newly installed systems prior to performing hydrostatic tests in order to remove any debris which may have been left as well as ensuring piping is unobstructed. Hydrostatically test system, including the fire department connections, as specified in NFPA

13, in the presence of the COR or his designated representative. Test

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CD-2A Issue 21 13 13 - 12 4 May, 2023 and flush underground water line prior to performing these hydrostatic tests.

B. Final Inspection and Testing: Subject system to tests in accordance with NFPA 13, and when all necessary corrections have been accomplished, advise COR to schedule a final inspection and test.

Connection to the fire alarm system shall have been in service for at least ten days prior to the final inspection, with adjustments made to prevent false alarms. Furnish all instruments, labor, and materials required for the tests and provide the services of the installation foreman or other competent representative of the installer to perform the tests. Correct deficiencies and retest system as necessary, prior to the final acceptance. Include the operation of all features of the systems under normal operations in test

C. Contractor to complete and sign a Contractor’s Material and Test

Certificate. Use form provided in NFPA 13.

3.3. INSTRUCTIONS

Furnish the services of a competent instructor for not less than two hours for instructing personnel in the operation and maintenance of the system, on the dates requested by the COR.

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CD-2A Issue 21 21 03 - 1 4 May, 2023

SECTION 21 21 03

WET CHEMICAL FIRE EXTINGUISHING SYSTEM

PART 1 - GENERAL

1.1 DESCRIPTION:

A. Design, materials, equipment and installation, inspection and testing of a wet chemical fire extinguishing system as required by NFPA 17A and

NFPA 96. The wet chemical fire extinguishing system shall be installed for the protection of commercial cooking equipment, such as grease removal systems, hood exhaust plenums, exhaust duct systems, other cooking equipment that produces grease-laden vapors and that might be a source of grease ignition in the hood, grease removal device, or duct.

Fume incinerators, thermal recovery units, air pollution control devices, or other devices installed in the exhaust duct, shall also be protected by an automatic extinguishing system.

B. The pre-engineered system shall be installed with all accessories necessary for system to operate in accordance with manufacturer's instructions and as specified herein.

C. See Kitchen Layout and Equipment drawings for locations of commercial cooking equipment.

1.2 RELATED WORK:

A. Section 01 33 00, SUBMITTAL PROCEDURES

B. Section 28 31 00, FIRE DETECTION AND ALARM.

C. Section 11 40 00, FOOD SERVICE EQUIPMENT

1.3 DESIGN CRITERIA:

A. Design Basis Information: System application, design and installation shall comply with NFPA 17A and NFPA 96. The system shall be UL 300

Listed.

1.4 SUBMITTALS:

A. General: Submittals shall be in accordance with Section 01 33 00, SUBMITTAL PROCEDURES. Shop Drawings shall be prepared by a licensed distributor of the UL-listed extinguishing system with the appropriate experience, as appropriate, and called for in this specification. The installer remains responsible for correcting any conflicts with other trades and building construction that arise during installation. Partial submittals will not be accepted.

Material submittals shall be approved prior to the purchase or delivery to the job site.

B. Qualifications:

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CD-2A Issue 21 21 03 - 2 4 May, 2023

1. Provide a copy of the installing contractor’s license and certifications to install the wet-chemical fire extinguishing system. The installation of the system shall only be performed by persons properly trained and qualified to install the specific system being provided.

2. Certification that the installation has been performed within the terms of the listing and the manufacturer’s instructions.

3. Provide documentation showing that the installer has been actively and successfully engaged in the installation of commercial cooking suppression systems for the past five years.

C. Shop Drawings: Submit detailed working drawings conforming to the

Plans Requirements of NFPA 17A. Drawings shall include graphical scales that allow the user to…

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