Attachment M- Package 2 NWC Mod Bldgs Specs.pdf

eProjects Work Order No.: 1691406 Contract No.: N40085-XX-X-XXXX

NAVAL WAR COLLEGE MODULAR BUILDINGS

At

NAVAL STATION NEWPORT

NEWPORT, RHODE ISLAND

SPECIFICATIONS

PREPARED BY:

Oak Point Associates 231 Maine Street

Biddeford, Maine 04005

A/E Contract No.: N40085-21-D-0059, N4008523F5978

PREPARED BY:

Architectural: Tyler G. Barter, AIA Mechanical: Christine Lyle, P.E.

Civil: Paul J. Miller, P.E. Electrical: Dale Lincoln, P.E.

Structural: David Martin, P.E. Fire Protection: Fisher Engineering Geotechnical: N/A Safety: N/A

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date: April 17, 2024

NAVAL WAR COLLEGE MODULAR BUI LDI NGS 1691406

NAVAL STATI ON NEWPORT, NEWPORT, RI

PROJECT TABLE OF CONTENTS

DI VI SI ON 03 - CONCRETE

03 30 00 CAST- I N- PLACE CONCRETE

DI VI SI ON 10 - SPECI ALTI ES

10 44 16 FI RE EXTI NGUI SHERS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 23 PORTABLE AND MOBI LE BUI LDI NGS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 WET PI PE SPRI NKLER SYSTEMS, FI RE PROTECTI ON

21 13 16 DRY PI PE SPRI NKLER SYSTEMS, FI RE PROTECTI ON

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBI NG, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 03 00. 00 20 BASI C MECHANI CAL MATERI ALS AND METHODS

23 07 00 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS

23 09 00 I NSTRUMENTATI ON AND CONTROL FOR HVAC

23 09 13 I NSTRUMENTATI ON AND CONTROL DEVI CES FOR HVAC

23 09 23. 02 BACNET DI RECT DI GI TAL CONTROL FOR HVAC AND OTHER BUI LDI NG

CONTROL SYSTEMS

23 30 00 HVAC AI R DI STRI BUTI ON

23 81 00 DECENTRALI ZED UNI TARY HVAC EQUI PMENT

DI VI SI ON 26 - ELECTRI CAL

26 00 00. 00 20 BASI C ELECTRI CAL MATERI ALS AND METHODS

26 08 00 APPARATUS I NSPECTI ON AND TESTI NG

26 12 19. 10 THREE- PHASE, LI QUI D- FI LLED PAD- MOUNTED TRANSFORMERS

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 27 14. 00 20 ELECTRI CI TY METERI NG

26 51 00 I NTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUI LDI NG TELECOMMUNI CATI ONS CABLI NG SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 08 10 ELECTRONI C SECURI TY SYSTEM ACCEPTANCE TESTI NG

28 10 05 ELECTRONI C SECURI TY SYSTEMS ( ESS)

28 31 76 I NTERI OR FI RE ALARM AND MASS NOTI FI CATI ON SYSTEM,

ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

PROJECT TABLE OF CONTENTS Page 1

32 05 33 LANDSCAPE ESTABLI SHMENT

32 11 20 SUBBASE COURSE

32 11 23 AGGREGATE BASE COURSES

32 12 17 HOT MI X BI TUMI NOUS PAVEMENT

32 92 19 SEEDI NG

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTI LI TY DI STRI BUTI ON PI PI NG

33 30 00 SANI TARY SEWERAGE

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 46 16 SUBDRAI NAGE SYSTEM

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

33 82 00 TELECOMMUNI CATI ONS OUTSI DE PLANT ( OSP)

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 2

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 26 PAGES

N40085-21-D-0059

NAVAL WAR COLLEGE MODULAR BUILDINGS

03 30 00 SD-01 Preconstruction Submittals

1.7.3.1Concrete Curing Plan

1.7.5Quality Control Plan

1.7.6Quality Control Personnel

Certifications

1.7.6Quality Control Organizational

Chart

1.7.8Laboratory Accreditation

SD-02 Shop Drawings

1.7.2.1 GReinforcing Steel

SD-03 Product Data

2.1Formwork Materials

2.3.1Cementitious Materials

2.4.1Concrete Curing Materials

2.6Reinforcement

2.3.4Admixtures

2.2.2Biodegradable Form Release

Agent

1.7.3.2Pumping Concrete

SD-05 Design Data

1.7.1.1 GConcrete Mix Design

SD-06 Test Reports

1.7.1.1 GConcrete Mix Design

1.7.4.3Aggregates

3.12.2.3 GCompressive Strength Tests

3.12.2.4 GAir Content

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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03 30 00 3.12.2.1 GSlump Tests

2.3.2Water

SD-07 Certificates

2.6.1Reinforcing Bars

1.7.3.3VOC Content for Form Release

Agents, Curing Compounds, and

Concrete Penetrating Sealers

1.7.3.4Safety Data Sheets

1.7.6.2Field Testing Technician and

Testing Agency

SD-08 Manufacturer’s Instructions

2.4.1Curing Compound

10 44 16 SD-02 Shop Drawings

1.4 GSchedule

SD-03 Product Data

2.1.1 GFire Extinguishers

2.1.4 GAccessories

2.2.1 GCabinets

2.2.2 GWall Brackets

2.2.2.1 GIdentification Signs

3.2.1 GReplacement Parts List

SD-07 Certificates

2.1.1 GFire Extinguishers Certifications

13 34 23 SD-02 Shop Drawings

1.5.3Shop Drawings

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 26 PAGES

NAVAL WAR COLLEGE MODULAR BUILDINGS

13 34 23 Part 2Products

SD-04 Samples

2.1.1Selection Samples

SD-07 Certificates

1.5.1Manufacturer's Qualifications

1.5.3Delegated Design Engineer or

Architect

SD-11 Closeout Submittals

1.7Warranty

21 13 13 SD-01 Preconstruction Submittals

1.6.2.1 GQualified Fire Protection Engineer

(QFPE)

1.6.2.2 GSprinkler System Designer

1.6.2.3 GSprinkler System Installer

1.6.2.4 GQualifications of Welders

SD-02 Shop Drawings

1.6.1.2 GShop Drawings

1.3 GCoordination Information

SD-03 Product Data

2.2.1 GUnderground Pipe

2.3.1 GAboveground Pipe Up to the

Backflow Preventer

2.3.2.1 GSteel Pipe

2.3.2.2 GFittings

2.3.5 GValves

2.3.6Riser Check Valves

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21 13 13 2.8.5 GRelief Valves

2.7 GSprinklers

2.3.4 GPipe Hangers and Supports

2.4.1 GSprinkler Alarm Switch

2.4.2 GValve Supervisory (Tamper)

Switches and Seals

2.6 GFire Department Connection

2.5 GBackflow Prevention Assembly

2.5.1 GBackflow Preventer Test

Connection

2.8.6 GAir Vent

2.1.2 GNameplates

2.9 GDocument Storage Cabinet

3.4.16 GDocument Storage Cabinet

2.8.8 GGauges

SD-05 Design Data

1.4.1.2 GHydraulic Calculations

SD-06 Test Reports

3.7.2 GTest Procedures

3.8.2.2 GBackflow Preventer Tests

SD-07 Certificates

1.6.2.1 GLetter of Confirmation

3.7.1 GQFPE Field Observation Report 1

3.7.1 GQFPE Field Observation Report 2

3.7.1 GQFPE Field Observation Report 3

3.7.1 GQFPE Field Observation Report 4

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21 13 13 3.7.4.1 GVerification of Compliant

Installation

3.7.4.1 GRequest for Pre-Government

Test

3.7.4.2 GRequest for Government Final

Test

SD-10 Operation and Maintenance

Data

1.6.1.6 GOperating and Maintenance

(O&M) Instructions

1.6.1.6 GSpare Parts

1.6.1.4 GList of Sprinklers

SD-11 Closeout Submittals

1.6.1.7 GAs-built drawings

3.10 GRequest to schedule on-site

training

21 13 16 SD-01 Preconstruction Submittals

1.6.2.1 GQualified Fire Protection Engineer

(QFPE)

1.6.2.2 GSprinkler System Designer

1.6.2.3 GSprinkler System Installer

1.6.2.4 GNitrogen Generation System

Commissioning Technician

1.6.2.5Qualifications of Welders

SD-02 Shop Drawings

1.6.1.2 GShop Drawings

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21 13 16 1.3 GCoordination Information

SD-03 Product Data

2.3.2.1 GSteel Pipe

2.3.2.2 GFittings

2.3.5 GValves

2.10.5 GRelief Valves

2.9 GSprinklers

2.3.4 GPipe Hangers and Supports

2.6.1 GSprinkler Alarm Switches

2.6.3 GValve Supervisory (Tamper)

Switches and Seals

2.6.2 GHigh/Low-Nitrogen Pressure

Supervisory Switch

2.5.1 GNitrogen Generation System

2.1.2 GNameplates

2.4 GDry Pipe Valve

2.10.7 GGauges

SD-05 Design Data

1.4.1.2 GHydraulic Calculations

SD-06 Test Reports

3.6.2 GTest Procedures

SD-07 Certificates

GLetter of Confirmation

3.6.1 GQFPE Field Observation Report 1

3.6.1 GQFPE Field Observation Report 2

3.6.1 GQFPE Field Observation Report 3

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21 13 16 3.6.1 GQFPE Field Observation Report 4

3.6.4.1 GVerification of Compliant

Installation

3.6.4.1 GRequest for Pre-Government

Test

3.6.4.2 GRequest for Government Final

Test

SD-10 Operation and Maintenance

Data

1.6.1.6 GOperating and Maintenance

(O&M) Instructions

1.6.1.6 GSpare Parts

1.6.1.4 GList of Sprinklers

SD-11 Closeout Submittals

1.6.1.7 GAs-built drawings

3.9 GRequest to schedule on-site

training

22 00 00 SD-03 Product Data

3.5.1.1 GBackflow Prevention Assemblies

2.4.1WaterSense Label for Lavatory

Faucet

2.4 GFixtures

2.4.2 GFlush Valve Urinals

2.4.2 GWaterSense Label for Urinal

2.4.3 GFlush Tank Water Closets

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22 00 00 2.4.3 GWaterSense Label for Flush Tank

Water Closet

2.4.4 GWall Hung Lavatories

2.4.5 GGeneral Purpose Sinks

2.4.7 GMop Receptors

2.4.6 GElectric-Water Coolers

2.4.6 GEnergy Star Label for Electric

Water Cooler

2.8 GWater Heaters

2.9 GPumps

2.10 GDomestic Water Service Meters

2.11 GDomestic Water Freeze

Protection System

SD-06 Test Reports

3.5Tests, Flushing and Disinfection

3.5.1.1 GTest of Backflow Prevention

Assemblies

SD-10 Operation and Maintenance

Data

3.5.1 GPlumbing System

23 07 00 SD-03 Product Data

2.3 GPipe Insulation Systems

3.2 GPipe Insulation Systems

3.3 GDuct Insulation Systems

23 09 00 SD-02 Shop Drawings

3.2 GDDC Contractor Design Drawings

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23 09 00 3.2 GFinal As-Built Drawings

SD-03 Product Data

2.2 GManufacturer's Product Data

SD-06 Test Reports

3.4.2 GStart-Up Testing Report

3.5.1 GPVT Procedures

3.5.5 GPVT Test Report

1.10.1 GPre-Construction Quality Control

(QC) Checklist

1.10.2 GPost-Construction Quality Control

(QC) Checklist

SD-10 Operation and Maintenance

Data

3.6 GOperation and Maintenance

(O&M) Instructions

3.8.1 GTraining Documentation

1.9.2 GController Configuration Settings

1.9.1 GConfiguration Software

1.9.3 GProgramming Software

SD-11 Closeout Submittals

2.5 GEnclosure Keys

3.1.7.1 GPassword Summary Report

1.10.3 GCloseout Quality Control (QC)

Checklist

23 30 00 SD-03 Product Data

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23 30 00 2.6.1.1Insulated Nonmetallic Flexible

Duct Runouts

2.6.2Manual Balancing Dampers

2.6.3.1Diffusers

2.6.3.2Registers and Grilles

2.7.1.1 GCentrifugal Fans

2.8 GEnergy Recovery Devices

2.6.1Indoor Air Quality for Duct

Sealants

SD-10 Operation and Maintenance

Data

3.5.1 GOperation and Maintenance

Manuals

2.7.1.1 GCentrifugal Fans

2.8 GEnergy Recovery Devices

23 81 00 SD-03 Product Data

2.6.1 GCoil Corrosion Protection

3.4Training

2.1.1 GAir-Source Heat Pumps

2.3.2 GMini-Split-System Heat Pumps

SD-10 Operation and Maintenance

Data

3.4 GOperation and Maintenance

Manuals

26 08 00 SD-06 Test Reports

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26 08 00 3.1 GAcceptance Tests and

Inspections

SD-07 Certificates

1.4.1 GQualifications

1.4.3 GAcceptance Test and Inspections

Procedure

26 12 19.10 SD-06 Test Reports

3.7.1 GAcceptance Checks and Tests

SD-09 Manufacturer’s Field

Reports

2.3.1 GTransformer Test Schedule

26 20 00 SD-02 Shop Drawings

2.13 GPanelboards

2.3 GCable Trays

3.1.9.1 GMarking Strips

SD-03 Product Data

2.12 GReceptacles

2.13.3 GCircuit Breakers

2.10 GSwitches

2.14 GEnclosed Circuit Breakers

2.23 GSurge Protective Devices

2.3 GCable Trays

SD-06 Test Reports

3.5.2 G600-volt Wiring Test

3.5.4 GGrounding System Test

3.5.3 GGround-fault Receptacle Test

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26 20 00 SD-07 Certificates

2.11 GFuses

SD-10 Operation and Maintenance

Data

1.5.1 GElectrical Systems

26 27 14.00 20 SD-02 Shop Drawings

1.3.1 GInstallation Drawings

SD-03 Product Data

2.1 GElectricity Meters

2.1.2 GCurrent Transformer

2.2 GCommunications

SD-06 Test Reports

3.2.1 GAcceptance Checks and Tests

3.2.2 GSystem Functional Verification

3.2.1 GBuilding Meter Installation Sheet

2.1.1 GMeter Configuration Template

3.2.1 GMeter Configuration Report

SD-10 Operation and Maintenance

Data

1.4.1 GElectricity Meters and

Accessories

SD-11 Closeout Submittals

3.2.2 GSystem Functional Verification

26 51 00 SD-02 Shop Drawings

1.5.1 GLuminaire Drawings

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26 51 00 1.5.8 GOccupancy/Vacancy Sensor

Coverage Layout

1.7.2 GLighting Control System One-Line

Diagram

2.5.1 GSequence of Operation for

Lighting Control System

SD-03 Product Data

2.2 GLuminaires

2.3 GLight Sources

2.4 GLED Drivers

1.6.1 GLuminaire Warranty

1.6.2 GLighting Controls Warranty

2.5.1.1.1 GLocal Area Controller

2.5.1.2.1 GLighting Relay Panel

2.5.1.2.2 GLighting Control Panel

2.5.2.1 GSwitches

2.5.2.2 GWall Box Dimmers

2.5.2.3 GScene Wallstations

2.5.2.4 GOccupancy/Vacancy Sensors

2.5.2.5 GPhotosensors

2.5.2.6 GTime Clocks

2.5.2.4.4 GPower Packs

2.6.4 GMini Inverters

2.6.1 GExit Signs

2.6.3 GEmergency Drivers

SD-05 Design Data

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26 51 00 1.5.2 GLuminaire Design Data

SD-06 Test Reports

1.5.3 GANSI/IES LM-79 Test Report

1.5.4 GANSI/IES LM-80 Test Report

1.5.5 GANSI/IES TM-21 Test Report

1.5.6 GANSI/IES TM-30 Test Report

3.2.1.1 GOccupancy/Vacancy Sensor

Verification Test

3.2.1.1 GPhotosensor Verification Test

SD-07 Certificates

1.5.7 GLED Driver and Dimming Switch

Compatibility Certificate

SD-10 Operation and Maintenance

Data

1.7.1 GLighting System

1.7.2 GLighting Control System

3.3.1.1 GMaintenance Staff Training Plan

3.3.1.2 GEnd-User Training Plan

27 10 00 SD-02 Shop Drawings

1.6.1.1 GTelecommunications drawings

1.6.1.2 GTelecommunications Space

Drawings

SD-03 Product Data

2.3 GTelecommunications cabling

2.4.5 GPatch panels

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27 10 00 2.5 GTelecommunications outlet/connector assemblies

2.4.2 GEquipment support frame

2.4.3 GConnector blocks

SD-06 Test Reports

3.5.1 GTelecommunications cabling

testing

SD-07 Certificates

1.6.2.1 GTelecommunications Contractor

1.6.2.2 GKey Personnel

1.6.2.3 GManufacturer Qualifications

1.6.3 GTest plan

SD-09 Manufacturer’s Field

Reports

2.9.1 GFactory reel tests

SD-10 Operation and Maintenance

Data

1.10.1 GTelecommunications cabling and

pathway system

SD-11 Closeout Submittals

1.10.2 GRecord Documentation

28 08 10 SD-05 Design Data

3.1 GTest Plan

SD-06 Test Reports

3.2Pre-Acceptance Test Certification

3.4 GFinal Test Report

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28 08 10 SD-07 Certificates

1.4.1Qualifications

28 10 05 SD-02 Shop Drawings

1.3.3.1 GESS Components

1.3.3.2 GOverall System Schematic

SD-03 Product Data

2.3.6 GPremise Control Unit

2.3.7 GDetection Sensors

2.4.4 GAccess Control Unit

2.4.5 GAccess Control Devices

2.5.1 GCameras

2.5.1.2 GCamera Lenses

2.5.1.3 GCamera Housing and Mounts

2.5.3.3 GVideo Recording

2.7 GCommunications Interface

Devices

2.7.4 GNetwork Switch

2.7.5 GVideo and ESS Transmission

2.8.1 GBatteries

2.10 GComponent Enclosure

2.11 GEquipment Rack

SD-05 Design Data

1.5.1 GBackup Battery Capacity

Calculations

2.4.2 GThroughput Rates

1.5.2CCTV Storage Calculations

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28 10 05 SD-07 Certificates

1.3.4.1 GContractor Qualifications

1.3.4.2 GInstructor Qualifications

2.7.3 GData Encryption

SD-10 Operation and Maintenance

Data

3.6.1 GTraining Plan

3.6 GTraining Content

1.3.3.1 GESS Components

1.6 GESS Software

SD-11 Closeout Submittals

1.7 GAs-Built Drawings

28 31 76 SD-01 Preconstruction Submittals

1.10.2.1 GQualified Fire Protection Engineer

(QFPE)

1.10.2.2 GFire alarm system designer

1.10.2.3 GSupervisor

1.10.2.4 GTechnician

1.10.2.5 GInstaller

1.10.2.6 GTest Technician

1.9 GFire Alarm System Site-Specific

Software Acknowledgement

SD-02 Shop Drawings

1.10.1.3 GNameplates

2.2.4 GInstructions

1.10.1.4 GWiring Diagrams

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28 31 76 1.10.1.5 GSystem Layout

1.10.1.11 GCoordination Information

SD-03 Product Data

1.10.1.12 GEquipment List

2.3 GFire Alarm and Mass Notification

Control Unit (FMCU)

2.4 GLocal Operating Consoles (LOC)

2.5 GAmplifiers

2.5 GTone Generators

2.5 GDigitalized voice generators

2.7 GManual Stations

2.8 GSmoke Detectors

2.9 GAddressable Input Monitor

Modules

2.10 GAddressable Output Control

Modules

2.11 GIsolation Modules

2.12 GNotification Appliances

2.12.3 GTextual Display Sign Control

Panel

2.12.3 GTextual Display Signs

2.14.1 GBatteries

2.14.2 GBattery Chargers

2.14.3 GBattery Cabinets

2.15 GSurge Protective Devices

2.16.1 GAlarm Wiring

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28 31 76 2.22 GBack Boxes and Conduit

2.19 GCeiling Bridges

2.21 GTerminal Cabinets

2.17.1 GRadio Transmitter and Interface

Panels

2.18.2 GSprinkler Electric Water Alarm

Bell

2.20 GDocument Storage Cabinet

SD-05 Design Data

1.10.1.6 GNotification Appliances

Calculations and Data

1.10.1.7 GInitiating Devices Calculations

and Data

1.10.1.8 GAmplifiers Calculations and Data

1.10.1.9 GBattery Power Calculations and

Data

1.10.1.10 GVoltage Drop Calculations

SD-06 Test Reports

3.6.2 GTest Procedures

SD-07 Certificates

1.10.2.1 GLetter of Confirmation

3.6.1 GQFPE Field Observation Report 1

3.6.1 GQFPE Field Observation Report 2

3.6.1 GQFPE Field Observation Report 3

3.6.1 GQFPE Field Observation Report 4

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28 31 76 3.6.4.1 GVerification of Compliant

Installation

3.6.3 GRequest for Pre-Government

Test

3.6.4.1 GRequest for Pre-Government

Test

3.6.4.2 GRequest for Government Final

Test

SD-10 Operation and Maintenance

Data

1.10.1.13 GOperation and Maintenance

(O&M) Instructions

3.9.1 GInstructor's Information

3.9.1 GRequest to Schedule On-Site

Training

SD-11 Closeout Submittals

1.10.1.14 GAs-Built Drawings

1.14.1Spare Parts

31 00 00 SD-01 Preconstruction Submittals

3.4.1 GRock Excavation Plan

3.8 GDisposition of Surplus Materials

1.6.4 GPreconstruction Meeting

SD-03 Product Data

2.2 GFlowable Fill Mix Design

2.5Geotextile

SD-06 Test Reports

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31 00 00 1.6.6 GRequirements for Off-Site Soils

2.1.7 GPorous Fill

3.9.2.1 GFill and backfill material testing

2.1.3 GStructural fill

3.9.2.2 GStructural fill

2.1.5 GStormwater filter sand

2.1.5 GStormwater filter sand

3.9.2.3 GStormwater filter sand

3.9.2.3 GStormwater filter sand

2.1.4Pea gravel

3.9.2.3Pea gravel

3.9.2.4Density tests

1.6.1 GGeotechnical Evaluation Report

32 05 33 SD-03 Product Data

2.3Mulches Topdressing

SD-07 Certificates

3.3.1Maintenance Inspection Report

32 11 20 SD-06 Test Reports

2.2.1 GInitial Tests

3.11.1 GIn-Place Tests

32 11 23 SD-06 Test Reports

2.2.1 GInitial Tests

3.10.1 GIn-Place Tests

32 12 17 SD-03 Product Data

2.6 GGranite Curb

2.7.1 GWaterborne Paint

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32 12 17 SD-05 Design Data

2.3.1Job Mix Formula

2.2 GASPHALT CEMENT BINDER

2.3 GMIX DESIGN

SD-06 Test Reports

2.5.1Bituminous Mixture Tests

3.8.2Pavement Courses

32 92 19 SD-03 Product Data

2.5.3Wood Cellulose Fiber Mulch

2.4Fertilizer

2.7Erosion Control Materials

SD-06 Test Reports

2.2.3Topsoil Composition Tests

2.2.4 GImported Soil Testing

SD-07 Certificates

2.1 GSeed

33 11 00 SD-01 Preconstruction Submittals

3.1.1 GConnections

SD-03 Product Data

2.1.1 GPipe, Fittings, Joints and

Couplings

2.1.2 GValves

2.1.2.2 GValve Boxes

2.2.1 GPipe Restraint

2.2.2 GTapping Sleeves

2.2.1.2 GPrecast Concrete Thrust Blocks

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33 11 00 3.2.2 GDisinfection Procedures

SD-06 Test Reports

3.3.1.4 GBacteriological Samples

3.2.1.1.5Hydrostatic Sewer Test

3.3.1.3Leakage Test

3.3.1.1Hydrostatic Test

SD-07 Certificates

2.1.1Pipe, Fittings, Joints and

Couplings

2.1.1.1.1Lining

2.1.2Valves

SD-08 Manufacturer’s Instructions

2.1.1.1Ductile-Iron Piping

33 30 00 SD-01 Preconstruction Submittals

1.3.1 GContractor's License

SD-03 Product Data

2.2.1Gravity Pipe

2.2.2Pressure Pipe

SD-06 Test Reports

3.2.1.1 GHydrostatic Sewer Test

3.2.1.2.1 GLow-Pressure Air Tests

3.2.1.4Deflection Testing

SD-07 Certificates

3.2.2.1 GPre-Installation Inspection

Request

3.2.2.2 GPost-Installation Inspection

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33 40 00 SD-03 Product Data

2.1Pipe For Storm Drains

SD-07 Certificates

2.2.5Frame and Cover for Gratings

3.7.2.1.2Post-Installation Inspection

Report

3.3Placing Pipe

33 46 16 SD-03 Product Data

2.1 GPipe for Subdrains

SD-06 Test Reports

2.4Subdrain bedding material

33 71 02 SD-03 Product Data

2.4 GMedium Voltage Cable

2.6 GMedium Voltage Cable Joints

2.5 GMedium Voltage Cable

Terminations

2.8 GLive End Caps

2.13.1 GComposite/Fiberglass Handholes

SD-06 Test Reports

2.14.1 GMedium Voltage Cable

Qualification and Production Tests

3.17.1 GField Acceptance Checks and

Tests

3.3 GCable Installation Plan and

Procedure

SD-07 Certificates

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33 71 02 1.4.1 GCable splicer/terminator

1.4.2 GCable Installer Qualifications

33 82 00 SD-02 Shop Drawings

1.6.1.1 GTelecommunications Outside

Plant

1.6.1.2 GTelecommunications Entrance

Facility Drawings

SD-03 Product Data

2.7 GWire and cable

2.4 GCable splices, and connectors

2.3 GClosures

SD-06 Test Reports

3.5.1 GAcceptance tests

1.6.3 GOutside Plant Test Plan

SD-07 Certificates

1.6.2.1 GTelecommunications Contractor

1.6.2.2 GKey Personnel

1.6.2.3 GManufacturer's Qualifications

SD-08 Manufacturer’s Instructions

3.1.6.1 GCable tensions

3.1.7.1 GFiber Optic Splices

SD-09 Manufacturer’s Field

Reports

2.11.1 GFactory Reel Test Data

SD-10 Operation and Maintenance

Data

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 26 OF 26 PAGES

NAVAL WAR COLLEGE MODULAR BUILDINGS

33 82 00 1.6.1.1 GTelecommunications outside plant (OSP)

SD-11 Closeout Submittals

1.8.1 GRecord Documentation

SUBMITTAL REGISTER

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SECTI ON 03 30 00

CAST- I N- PLACE CONCRETE

02/ 19, CHG 4: 08/ 22

PART 1 GENERAL

1. 1 SUMMARY

Thi s Sect i on speci f i es r ei nf or ced concr et e f or Modul ar Bui l di ng f oundat i ons.

1. 2 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN CONCRETE I NSTI TUTE ( ACI )

ACI 117 ( 2010; Er r at a 2011) Speci f i cat i ons f or Tol er ances f or Concr et e Const r uct i on and Mat er i al s and Comment ar y

ACI 121R ( 2008) Gui de f or Concr et e Const r uct i on Qual i t y Syst ems i n Conf or mance wi t h I SO

ACI 301 ( 2016) Speci f i cat i ons f or St r uct ur al Concr et e

ACI 302. 1R ( 2015) Gui de f or Concr et e Fl oor and Sl ab Const r uct i on

ACI 304. 2R ( 2017) Gui de t o Pl aci ng Concr et e by Pumpi ng Met hods

ACI 304R ( 2000; R 2009) Gui de f or Measur i ng, Mi xi ng, Tr anspor t i ng, and Pl aci ng Concr et e

ACI 305. 1 ( 2014) Speci f i cat i on f or Hot Weat her Concr et i ng

ACI 305R ( 2020) Gui de t o Hot Weat her Concr et i ng

ACI 306. 1 ( 1990; R 2002) St andar d Speci f i cat i on f or Col d Weat her Concr et i ng

ACI 306R ( 2016) Gui de t o Col d Weat her Concr et i ng

ACI 308. 1 ( 2011) Speci f i cat i on f or Cur i ng Concr et e

ACI SP- 2 ( 2007; Abst r act : 10t h Edi t i on) ACI Manual of Concr et e I nspect i on

ACI SP- 15 ( 2011) Fi el d Ref er ence Manual : St andar d Speci f i cat i ons f or St r uct ur al Concr et e ACI 301- 05 wi t h Sel ect ed ACI Ref er ences

SECTI ON 03 30 00 Page 1

AMERI CAN HARDBOARD ASSOCI ATI ON ( AHA)

AHA A135. 4 ( 1995; R 2004) Basi c Har dboar d

ASTM I NTERNATI ONAL ( ASTM)

ASTM A615/ A615M ( 2022) St andar d Speci f i cat i on f or Def or med and Pl ai n Car bon- St eel Bar s f or Concr et e Rei nf or cement

ASTM A884/ A884M ( 2019) St andar d Speci f i cat i on f or Epoxy- Coat ed St eel Wi r e and Wel ded Wi r e Rei nf or cement

ASTM A934/ A934M ( 2022) St andar d Speci f i cat i on f or Epoxy- Coat ed Pr ef abr i cat ed St eel Rei nf or ci ng Bar s

ASTM A1064/ A1064M ( 2022) St andar d Speci f i cat i on f or Car bon- St eel Wi r e and Wel ded Wi r e Rei nf or cement , Pl ai n and Def or med, f or Concr et e

ASTM C31/ C31M ( 2022) St andar d Pr act i ce f or Maki ng and Cur i ng Concr et e Test Speci mens i n t he Fi el d

ASTM C33/ C33M ( 2023) St andar d Speci f i cat i on f or Concr et e Aggr egat es

ASTM C39/ C39M ( 2021) St andar d Test Met hod f or Compr essi ve St r engt h of Cyl i ndr i cal Concr et e Speci mens

ASTM C42/ C42M ( 2020) St andar d Test Met hod f or Obt ai ni ng and Test i ng Dr i l l ed Cor es and Sawed Beams of Concr et e

ASTM C78/ C78M ( 2022) St andar d Test Met hod f or Fl exur al St r engt h of Concr et e ( Usi ng Si mpl e Beam wi t h Thi r d- Poi nt Loadi ng)

ASTM C94/ C94M ( 2023) St andar d Speci f i cat i on f or Ready- Mi xed Concr et e

ASTM C143/ C143M ( 2020) St andar d Test Met hod f or Sl ump of Hydr aul i c- Cement Concr et e

ASTM C150/ C150M ( 2022) St andar d Speci f i cat i on f or Por t l and Cement

ASTM C172/ C172M ( 2017) St andar d Pr act i ce f or Sampl i ng Fr eshl y Mi xed Concr et e

ASTM C173/ C173M ( 2016) St andar d Test Met hod f or Ai r Cont ent of Fr eshl y Mi xed Concr et e by t he Vol umet r i c Met hod

ASTM C231/ C231M ( 2022) St andar d Test Met hod f or Ai r

SECTI ON 03 30 00 Page 2

Cont ent of Fr eshl y Mi xed Concr et e by t he Pr essur e Met hod

ASTM C260/ C260M ( 2010a; R 2016) St andar d Speci f i cat i on f or Ai r - Ent r ai ni ng Admi xt ur es f or Concr et e

ASTM C311/ C311M ( 2022) St andar d Test Met hods f or Sampl i ng and Test i ng Fl y Ash or Nat ur al Pozzol ans f or Use i n Por t l and- Cement Concr et e

ASTM C494/ C494M ( 2019; E 2022) St andar d Speci f i cat i on f or Chemi cal Admi xt ur es f or Concr et e

ASTM C618 ( 2023; E 2023) St andar d Speci f i cat i on f or Coal Fl y Ash and Raw or Cal c i ned Nat ur al Pozzol an f or Use i n Concr et e

ASTM C989/ C989M ( 2022) St andar d Speci f i cat i on f or Sl ag Cement f or Use i n Concr et e and Mor t ar s

ASTM C1017/ C1017M ( 2013; E 2015) St andar d Speci f i cat i on f or Chemi cal Admi xt ur es f or Use i n Pr oduci ng Fl owi ng Concr et e

ASTM C1077 ( 2017) St andar d Pr act i ce f or Agenci es Test i ng Concr et e and Concr et e Aggr egat es f or Use i n Const r uct i on and Cr i t er i a f or Test i ng Agency Eval uat i on

ASTM C1260 ( 2021) St andar d Test Met hod f or Pot ent i al Al kal i React i v i t y of Aggr egat es ( Mor t ar - Bar Met hod)

ASTM C1293 ( 2008; R 2015) St andar d Test Met hod f or Det er mi nat i on of Lengt h Change of Concr et e Due t o Al kal i - Si l i ca React i on

ASTM C1567 ( 2022) St andar d Test Met hod f or Pot ent i al Al kal i - Si l i ca React i v i t y of Combi nat i ons of Cement i t i ous Mat er i al s and Aggr egat e ( Accel er at ed Mor t ar - Bar Met hod)

ASTM C1602/ C1602M ( 2022) St andar d Speci f i cat i on f or Mi xi ng Wat er Used i n Pr oduct i on of Hydr aul i c Cement Concr et e

ASTM C1778 ( 2016) St andar d Gui de f or Reduci ng t he Ri sk of Del et er i ous Al kal i - Aggr egat e React i on i n Concr et e

ASTM D5759 ( 2012; R 2020) Char act er i zat i on of Coal Fl y Ash and Cl ean Coal Combust i on Fl y Ash f or Pot ent i al Uses

ASTM E329 ( 2021) St andar d Speci f i cat i on f or Agenci es Engaged i n Const r uct i on I nspect i on, Test i ng, or Speci al I nspect i on

SECTI ON 03 30 00 Page 3

CONCRETE REI NFORCI NG STEEL I NSTI TUTE ( CRSI )

CRSI 10MSP ( 2018) Manual of St andar d Pr act i ce

CRSI RB4. 1 ( 2016) Suppor t s f or Rei nf or cement Used i n Concr et e

NATI ONAL I NSTI TUTE OF STANDARDS AND TECHNOLOGY ( NI ST)

NI ST PS 1 ( 2009) DOC Vol unt ar y Pr oduct St andar d PS 1- 07, St r uct ur al Pl ywood

1. 3 DEFI NI TI ONS

a. " Cement i t i ous mat er i al " as used her ei n must i ncl ude al l por t l and cement , pozzol an, f l y ash, and sl ag cement .

b. " Exposed t o publ i c v i ew" means si t uat ed so t hat i t can be seen f r om eye l evel f r om a publ i c l ocat i on af t er compl et i on of t he bui l di ng. A publ i c l ocat i on i s accessi bl e t o per sons not r esponsi bl e f or oper at i on or mai nt enance of t he bui l di ng.

c. " Chemi cal admi xt ur es" ar e mat er i al s i n t he f or m of powder or f l ui ds t hat ar e added t o t he concr et e t o gi ve i t cer t ai n char act er i st i cs not obt ai nabl e wi t h pl ai n concr et e mi xes.

d. " Suppl ement ar y cement i ng mat er i al s" ( SCM) i ncl ude coal f l y ash, s l ag cement , nat ur al or cal c i ned pozzol ans, and ul t r a- f i ne coal ash when used i n such pr opor t i ons t o r epl ace t he por t l and cement t hat r esul t i n i mpr ovement t o sust ai nabi l i t y and dur abi l i t y and r educed cost .

e. " Desi gn st r engt h" ( f ' c) i s t he speci f i ed compr essi ve st r engt h of concr et e at t i me( s) speci f i ed i n t hi s sect i on t o meet st r uct ur al desi gn cr i t er i a.

f . " Mass Concr et e" i s any concr et e syst em t hat appr oaches a maxi mum t emper at ur e of 158 degr ees F wi t hi n t he f i r st 72 hour s of pl acement .

I n addi t i on, i t i ncl udes al l concr et e el ement s wi t h a sect i on t hi ckness of 3 f eet or mor e r egar dl ess of t emper at ur e.

g. " Mi xt ur e pr opor t i oni ng" i s t he pr ocess of desi gni ng concr et e mi xt ur e pr opor t i ons t o enabl e i t t o meet t he st r engt h, ser vi ce l i f e and const r uct abi l i t y r equi r ement s of t he pr oj ect whi l e mi ni mi zi ng t he i ni t i al and l i f e- cycl e cost .

h. " Mi xt ur e pr opor t i ons" ar e t he masses or vol umes of i ndi v i dual i ngr edi ent s used t o make a uni t measur e ( cubi c met er or cubi c yar d) of concr et e.

i . " Pozzol an" i s a s i l i ceous or s i l i ceous and al umi nous mat er i al , whi ch i n i t sel f possesses l i t t l e or no cement i t i ous val ue but wi l l , i n f i nel y di v i ded f or m and i n t he pr esence of moi st ur e, chemi cal l y r eact wi t h cal c i um hydr oxi de at or di nar y t emper at ur es t o f or m compounds possessi ng cement i t i ous pr oper t i es.

j . " Wor kabi l i t y ( or consi st ence) " i s t he abi l i t y of a f r esh ( pl ast i c) concr et e mi x t o f i l l t he f or m/ moul d pr oper l y wi t h t he desi r ed wor k ( v i br at i on) and wi t hout r educi ng t he concr et e' s qual i t y. Wor kabi l i t y depends on wat er cont ent , chemi cal admi xt ur es, aggr egat e ( shape and

SECTI ON 03 30 00 Page 4 si ze di st r i but i on) , cement i t i ous cont ent and age ( l evel of hydr at i on) .

1. 4 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" c l assi f i cat i on.

Submi t t al s not havi ng a " G" c l assi f i cat i on ar e f or Cont r act or Qual i t y Cont r ol appr oval . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00

SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Concr et e Cur i ng Pl an

Qual i t y Cont r ol Pl an

Qual i t y Cont r ol Per sonnel Cer t i f i cat i ons

Qual i t y Cont r ol Or gani zat i onal Char t

Labor at or y Accr edi t at i on

SD- 02 Shop Dr awi ngs

Rei nf or ci ng St eel ; G

SD- 03 Pr oduct Dat a

For mwor k Mat er i al s

Cement i t i ous Mat er i al s

Concr et e Cur i ng Mat er i al s

Rei nf or cement

Admi xt ur es

Bi odegr adabl e For m Rel ease Agent

Pumpi ng Concr et e

SD- 05 Desi gn Dat a

Concr et e Mi x Desi gn; G

SD- 06 Test Repor t s

Concr et e Mi x Desi gn; G

Aggr egat es

Compr essi ve St r engt h Test s; G

Ai r Cont ent ; G

Sl ump Test s; G

Wat er

SECTI ON 03 30 00 Page 5

SD- 07 Cer t i f i cat es

Rei nf or ci ng Bar s

VOC Cont ent f or For m Rel ease Agent s, Cur i ng Compounds, and Concr et e Penet r at i ng Seal er s

Saf et y Dat a Sheet s

Fi el d Test i ng Techni c i an and Test i ng Agency

SD- 08 Manuf act ur er ' s I nst r uct i ons

Cur i ng Compound

1. 5 MODI FI CATI ON OF REFERENCES

Accompl i sh wor k i n accor dance wi t h ACI publ i cat i ons except as modi f i ed her ei n. Consi der t he advi sor y or r ecommended pr ovi s i ons t o be mandat or y.

I nt er pr et r ef er ence t o t he " Bui l di ng Of f i c i al , " t he " St r uct ur al Engi neer , " and t he " Ar chi t ect / Engi neer " t o mean t he Cont r act i ng Of f i cer .

1. 6 DELI VERY, STORAGE, AND HANDLI NG

Fol l ow ACI 301, ACI 304R and ASTM A934/ A934M r equi r ement s and r ecommendat i ons. Do not del i ver concr et e unt i l f or ms, r ei nf or cement , embedded i t ems, and chamf er st r i ps ar e i n pl ace and r eady f or concr et e pl acement . Do not st or e concr et e cur i ng compounds or seal er s wi t h mat er i al s t hat have a hi gh capaci t y t o adsor b vol at i l e or gani c compound ( VOC) emi ssi ons. Do not st or e concr et e cur i ng compounds or seal er s i n occupi ed spaces.

1. 6. 1 Rei nf or cement

St or e r ei nf or cement of di f f er ent s i zes and shapes i n separ at e pi l es or r acks r ai sed above t he gr ound t o avoi d excessi ve r ust i ng. Pr ot ect f r om cont ami nant s such as gr ease, oi l , and di r t . Ensur e bar s i zes can be accur at el y i dent i f i ed af t er bundl es ar e br oken and t ags r emoved.

1. 7 QUALI TY ASSURANCE

1. 7. 1 Desi gn Dat a

1. 7. 1. 1 Concr et e Mi x Desi gn

Si xt y days mi ni mum pr i or t o concr et e pl acement , submi t a mi x desi gn f or each st r engt h and t ype of concr et e. Submi t a compl et e l i s t of mat er i al s i ncl udi ng t ype; br and; sour ce and amount of cement , suppl ement ar y cement i t i ous mat er i al s, and admi xt ur es; and appl i cabl e r ef er ence speci f i cat i ons. Submi t mi l l t est and al l ot her t est f or cement , suppl ement ar y cement i t i ous mat er i al s, aggr egat es, and admi xt ur es. Pr ovi de document at i on of maxi mum nomi nal aggr egat e s i ze, gr adat i on anal ysi s, per cent age r et ai ned and passi ng si eve, and a gr aph of per cent age r et ai ned ver ses si eve si ze. Pr ovi de mi x pr opor t i on dat a usi ng at l east t hr ee di f f er ent wat er - cement i t i ous mat er i al r at i os f or each t ype of mi xt ur e, whi ch pr oduce a r ange of st r engt h encompassi ng t hose r equi r ed f or each t ype of concr et e r equi r ed. I f sour ce mat er i al changes, r esubmi t mi x pr opor t i on dat a usi ng r evi sed sour ce mat er i al . Pr ovi de onl y mat er i al s t hat have been pr oven by t r i al mi x st udi es t o meet t he r equi r ement s of

SECTI ON 03 30 00 Page 6 t hi s speci f i cat i on, unl ess ot her wi se appr oved i n wr i t i ng by t he Cont r act i ng Of f i cer . I ndi cat e c l ear l y i n t he submi t t al wher e each mi x desi gn i s used when mor e t han one mi x desi gn i s submi t t ed. Resubmi t dat a on concr et e component s i f t he qual i t i es or sour ce of component s changes.

Requi r ed aver age st r engt h can be document ed by f i el d exper i ence i f f i el d st r engt h t est dat a ar e avai l abl e and r epr esent a s i ngl e gr oup of at l east 10 consecut i ve st r engt h t est s f or one mi xt ur e, usi ng mat er i al s and condi t i ons s i mi l ar t o t hose expect ed f or wor k, and encompassi ng a per i od of not l ess t han 45 days. The aver age of f i el d st r engt h t est s shal l equal or exceed f cr ' . Changes i n mat er i al s, condi t i ons, and pr opor t i ons wi t hi n t he t est r ecor d shal l not have been mor e cl osel y r est r i ct ed t han t hose f or t he pr oposed wor k. Test r ecor ds shal l not be mor e t han 24 mont hs ol d.

Obt ai n mi x desi gn appr oval f r om t he cont r act i ng of f i cer pr i or t o concr et e pl acement .

1. 7. 2 Shop Dr awi ngs

1. 7. 2. 1 Rei nf or ci ng St eel

I ndi cat e bendi ng di agr ams, assembl y di agr ams, spl i c i ng and l aps of bar s, shapes, di mensi ons, and det ai l s of bar r ei nf or ci ng, accessor i es, and concr et e cover . Do not scal e di mensi ons f r om st r uct ur al dr awi ngs t o det er mi ne l engt hs of r ei nf or ci ng bar s. Repr oduct i ons of cont r act dr awi ngs ar e unaccept abl e.

1. 7. 3 Cont r ol Submi t t al s

1. 7. 3. 1 Concr et e Cur i ng Pl an

Submi t pr oposed mat er i al s, met hods and dur at i on f or cur i ng concr et e el ement s i n accor dance wi t h ACI 308. 1.

1. 7. 3. 2 Pumpi ng Concr et e

Submi t pr oposed mat er i al s and met hods f or pumpi ng concr et e. Submi t t al must i ncl ude mi x desi gns, pumpi ng equi pment i ncl udi ng t ype of pump and si ze and mat er i al f or pi pe, and maxi mum l engt h and hei ght concr et e i s t o be pumped.

1. 7. 3. 3 VOC Cont ent f or f or m r el ease agent s, cur i ng compounds, and concr et e penet r at i ng seal er s

Submi t cer t i f i cat i on f or t he f or m r el ease agent , cur i ng compounds, and concr et e penet r at i ng seal er s t hat i ndi cat e t he VOC cont ent of each pr oduct .

1. 7. 3. 4 Saf et y Dat a Sheet s

Submi t Saf et y Dat a Sheet s ( SDS) f or al l mat er i al s t hat ar e r egul at ed f or hazar dous heal t h ef f ect s. SDS must be r eadi l y accessi bl e dur i ng each wor k shi f t t o empl oyees when t hey ar e at t he const r uct i on s i t e.

1. 7. 4 Test Repor t s

1. 7. 4. 1 Fl y Ash and Pozzol an

Submi t t est r esul t s i n accor dance wi t h ASTM C618 f or f l y ash and pozzol an. Submi t t est r esul t s per f or med wi t hi n 6 mont hs of submi t t al dat e.

SECTI ON 03 30 00 Page 7

1. 7. 4. 2 Sl ag Cement

Submi t t est r esul t s i n accor dance wi t h ASTM C989/ C989M f or s l ag cement .

Submi t t est r esul t s per f or med wi t hi n 6 mont hs of submi t t al dat e.

1. 7. 4. 3 Aggr egat es

Submi t t est r esul t s i n accor dance wi t h ASTM C33/ C33M and ASTM C1293 or ASTM C1567 as r equi r ed i n t he par agr aph t i t l ed ALKALI - AGGREGATE REACTI ON.

1. 7. 5 Qual i t y Cont r ol Pl an

Devel op and submi t f or appr oval a concr et e qual i t y cont r ol pr ogr am i n accor dance wi t h t he gui del i nes of ACI 121R and as speci f i ed her ei n. The pl an must i ncl ude appr oved l abor at or i es. Pr ovi de di r ect over si ght f or t he concr et e qual i f i cat i on pr ogr am i ncl usi ve of associ at ed sampl i ng and t est i ng.