W911SA22B2016 Attachment 2 Specifications.pdf

Project Manual Renovate Vehicle Maintenance Shop and Construct Wash Rack Lugenbeel Army Reserve Center, Boise, ID

88th Readiness Division Fort McCoy, WI

100% Design Submittal March 2020

Project Manual Renovate Vehicle Maintenance Shop and Construct Wash Rack Lugenbeel Army Reserve Center, Boise, ID

88th Readiness Division Fort McCoy, WI

March 13, 2020

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa.

James R. Townsend 3/13/2020

My license renewal date is December 31, 2020.

Pages or sheets covered by this seal: Divisions 03, 05

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa.

Shawn D. Gustafson 3/13/2020

My license renewal date is December 31, 2020.

Pages or sheets covered by this seal: Division 02, 31, 32, 33, 46

©Stanley Consultants 2020

Signature

Date

License Expiration Date: 11-30-2021 Illinois Firm Registration No. 184-001533

Pages or sheets covered by this seal: Divisions 26

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature: Typed or Printed Name: Brian T. Bimberg

Date: 3/13/2020 License No: 43212

Pages or sheets covered by this seal: 23

Renovate Vehicle Maintenance Shop and Construct Wash Rack Lugenbeel Army Reserve Center, Boise, Idaho

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

SUBMITTAL REGISTER

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 67 23.13 STANDARD RESINOUS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 22 13 WIRE MESH PARTITIONS

10 28 13 TOILET ACCESSORIES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 35 00.00 10 OVERHEAD VEHICLE TAILPIPE EXHAUST REMOVAL SYSTEM(S)

23 74 33.00 40 PACKAGED, OUTDOOR, HEATING AND COOLING MAKEUP AIR-

CONDITIONERS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 26.00 40 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 60 13.00 40 LOW-VOLTAGE MOTORS

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 30 00 SANITARY SEWERAGE

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 23 00 GRIT REMOVAL AND HANDLING EQUIPMENT

46 25 14 COALESCING OIL-WATER SEPARATORS

-- End of Project Table of Contents --

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 22 PAGES

02 41 00 SD-01 Preconstruction Submittals

1.2.2 GDemolition Plan

1.10Existing Conditions

SD-07 Certificates

1.7 GNotification

SD-11 Closeout Submittals 3.2.3Receipts

03 30 53 SD-02 Shop Drawings

1.4 GInstallation Drawings

SD-03 Product Data 2.2.3.1Air-Entraining Admixture 2.2.3.2Accelerating Admixture 2.2.3.3Water-Reducing or Retarding

Admixture 2.2.10Curing Materials 2.2.6Expansion Joint Filler Strips, Premolded 2.2.7Joint Sealants - Field Molded

Sealants

2.3 GMix Design Data

2.3Ready-Mix Concrete 2.4.1Curing Compound

SD-06 Test Reports 2.2.2Aggregates

2.1.3 GConcrete Mixture Proportions

3.8.3 GCompressive Strength Testing

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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 53 3.8.3 GSlump 3.8.3Air Content 2.2.4Water

SD-07 Certificates 2.2.1Cementitious Materials 2.2.2Aggregates 2.3Delivery Tickets

SD-08 Manufacturer’s Instructions 2.4.1Curing Compound

04 20 00 SD-02 Shop Drawings

3.3.2.1 GCut CMU

3.4.1.1 GDetail Drawings

SD-03 Product Data

1.4.1 GHot Weather Procedures

1.4.2 GCold Weather Procedures

2.4.1.1 GCementitious Materials

SD-04 Samples

2.2.2.1 GConcrete Masonry Units (CMU)

2.4.1.3 GAdmixtures for Masonry Mortar

2.6.2 GAnchors, Ties, and Bar

Positioners SD-05 Design Data

2.1.2 GMasonry Compressive Strength

SD-06 Test Reports

3.6.1.1Field Testing of Mortar 3.6.1.2Field Testing of Grout

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04 20 00 SD-07 Certificates 2.2.2.1Concrete Masonry Units (CMU) 2.4.1.3Admixtures for Masonry Mortar 2.4.2.2Admixtures for Grout 2.6.2Anchors, Ties, and Bar

Positioners SD-08 Manufacturer’s Instructions

2.4.1.3Admixtures for Masonry Mortar 2.4.2.2Admixtures for Grout

05 50 13 SD-02 Shop Drawings

2.3 GBollards/Pipe Guards

07 92 00 SD-03 Product Data 2.1Sealants

09 67 23.13 SD-02 Shop Drawings

2.1 GInstallation Drawings

SD-03 Product Data

1.2.1 GManufacturer's Catalog Data

SD-04 Samples

1.5.2 GHardboard Mounted Epoxy

Flooring

3.1.4 GFloor Topping

SD-05 Design Data

1.2.2 GDesign Mix Data

SD-07 Certificates

1.5.1 GListing of Product Installations

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09 67 23.13 1.5 GReferenced Standards Certificates

SD-11 Closeout Submittals

1.6 GWarranty

09 90 00 SD-03 Product Data 2.1Coating

SD-04 Samples 1.10Color

SD-07 Certificates 1.4Applicator's Qualifications 2.1Indoor Air Quality for Paints and

Primers 2.1Indoor Air Quality for

Consolidated Latex Paints SD-08 Manufacturer’s Instructions

3.3.1Application Instructions 3.6.2Mixing 1.7.2Manufacturer's Safety Data

Sheets SD-10 Operation and Maintenance Data

2.1Coatings 10 22 13 SD-02 Shop Drawings

1.4 GWire Mesh Partitions

SD-03 Product Data

1.4 GWire Mesh Partitions

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10 28 13 SD-03 Product Data

2.1.2 GFinishes

2.2 GAccessory Items

SD-04 Samples

2.1.2 GFinishes

2.2Accessory Items

SD-07 Certificates 2.2Accessory Items

13 34 19 SD-01 Preconstruction Submittals

1.6.3 GManufacturer's Qualifications

SD-02 Shop Drawings

1.6.1 GDetail Drawings

1.2.8 GErection Plan

SD-04 Samples

1.6.1 GCoil Stock

2.1.5 GCoil Stock

1.2.1.8 GRoof Panels

1.2.1.8 GWall Panels

2.5.2Fasteners

2.7.1 GMetal Closure Strips

2.4.2 GManufacturer's Color Charts and

Chips SD-05 Design Data

1.6.1 GManufacturer's Descriptive and

Technical Literature

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13 34 19 1.6.1 GManufacturer's Building Design Analysis

SD-06 Test Reports

1.6.1 GTest Reports

1.6.1 GCoatings and Base Metals

1.6.1 GFactory Color Finish Performance

Requirements SD-07 Certificates

1.6.1 GSystem Components

1.6.1 GCoil Stock

2.1.5 GCoil Stock

1.6.1 GAluminized Steel Repair Paint

1.6.1 GGalvanizing Repair Paint

1.6.1 GEnamel Repair Paint

1.6.1 GQualification of Manufacturer

1.6.1 GQualification of Erector

SD-08 Manufacturer’s Instructions 1.6.2Installation of Roof and Wall panels

1.7 GShipping, Handling, and Storage

SD-11 Closeout Submittals

3.12.1 GManufacturer's Warranty

3.12.2 GContractor's Warranty for

Installation 22 00 00 SD-02 Shop Drawings

3.5.1 GPlumbing System

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22 00 00 SD-03 Product Data

2.1 SRecycled Content for Steel Pipe

2.4Fixtures 2.4.2Flush Tank Water Closets

2.4.2 SWaterSense Label for Flush Tank

Water Closet 2.4.3Wall Hung Lavatories

2.5 GWater Heaters

3.5.1Plumbing System

SD-06 Test Reports 3.5Tests, Flushing and Disinfection

SD-07 Certificates 1.3Materials and Equipment 2.1.1Bolts

SD-10 Operation and Maintenance Data

3.5.1 GPlumbing System

22 07 19.00 40 SD-02 Shop Drawings

3.1 GInstallation Drawings

SD-03 Product Data

2.3 GAdhesives

2.3 GCoatings

2.3 GInsulating Cement

2.3 GInsulation Materials

2.3 GJacketing

2.3 GTape

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22 07 19.00 40 SD-08 Manufacturer’s Instructions

3.1 GInstallation Manual

SD-11 Closeout Submittals 3.4Record Drawings

2.3 SAdhesives

2.3 SCoatings

2.3 SInsulation Materials

1.3.1 SRecycled Materials

23 00 00 SD-03 Product Data

2.7.2 GManual Balancing Dampers

2.7.3.1Registers and Grilles 2.7.4Air Vents, Penthouses, and

Goosenecks 2.8.1.1Centrifugal Type Power Roof

Ventilators 1.4.4Test Procedures

2.7.1 SIndoor Air Quality for Duct

Sealants SD-07 Certificates

1.4.3Ozone Depleting Substances Technician Certification

SD-08 Manufacturer’s Instructions 3.2Manufacturer's Installation

Instructions 3.9.2Operation and Maintenance

Training

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23 00 00 SD-10 Operation and Maintenance Data

3.9.1 GOperation and Maintenance

Manuals

2.7.2 GManual Balancing Dampers

2.8.1.1 GCentrifugal Type Power Roof

Ventilators 23 07 00 SD-02 Shop Drawings

3.2.2.4 GMICA Plates

2.3Pipe Insulation Systems 3.2Pipe Insulation Systems 3.3Duct Insulation Systems

2.3.1 SRecycled content for insulation

materials SD-03 Product Data

2.3 GPipe Insulation Systems

3.2 GPipe Insulation Systems

3.3 GDuct Insulation Systems

SD-04 Samples

2.2.1.3 GThermal Insulation

SD-07 Certificates

2.2.1 SIndoor air quality for adhesives

SD-08 Manufacturer’s Instructions

2.3 GPipe Insulation Systems

3.2 GPipe Insulation Systems

3.3 GDuct Insulation Systems

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23 09 53.00 20 SD-02 Shop Drawings

1.5.1 GSequence of Operation

SD-03 Product Data

2.2 GFire Protection Devices

2.3 GThermostats

2.4 GControllers

SD-06 Test Reports

1.7.6 GCommissioning Procedures

1.7.7 GCalibration Adjustment And

Commissioning Reports

1.7.5 GSite Testing Procedures

SD-10 Operation and Maintenance Data

1.7.8 GSpace Temperature Control

System

23 11 25 SD-02 Shop Drawings

2.2 GGas Piping System

SD-03 Product Data

2.2 GGas Piping System

2.1 GPipe Coating Materials

2.3 GValves

SD-06 Test Reports

3.7 GTesting

3.7.1 GPressure Tests

3.7.2 GTest with Gas

SD-08 Manufacturer’s Instructions

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23 11 25 1.5.1 GPE Pipe and Fittings

2.1 GPipe Coating Materials

SD-10 Operation and Maintenance Data

1.3.1 GGas Facility System and

Equipment Operation

1.3.2 GGas Facility System Maintenance

1.3.3 GGas Facility Equipment

Maintenance 23 35 00.00 10 SD-02 Shop Drawings

3.4 GExhaust System Installation

SD-03 Product Data

2.4 GDuctwork Components

2.1Materials and Equipment 1.5Spare Parts 3.5Final Acceptance Tests

SD-06 Test Reports 3.5Final Acceptance Tests

SD-07 Certificates

3.3 GInspection

SD-10 Operation and Maintenance Data

1.2Exhaust System 23 74 33.00 40 SD-02 Shop Drawings

2.1.1.3 GControls

2.1.1.2 GCasing

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23 74 33.00 40 3.1 GInstallation Drawings SD-03 Product Data

Part 2 GEquipment and Performance Data

3.2.1 GAir-Conditioning Systems

2.1.1.1 GFans

2.1.1.3 GControls

2.1.1.2 GCasing

2.1.1.4 GFilters

SD-07 Certificates 1.3List of Product Installations

1.4 GManufacturer's Warranty

SD-10 Operation and Maintenance Data

3.3Operation and Maintenance Manuals

26 05 00.00 40 SD-02 Shop Drawings

3.2.10.1 GMarking Strips

SD-03 Product Data

2.1.1 GConduits and Raceways

2.2.1 GWire and Cable

3.2.9 GSplices and Connectors

2.2.3 GSwitches

2.2.4 GReceptacles

2.1.2 GOutlet Boxes, Pull Boxes and

Junction Boxes

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 22 PAGES

26 05 00.00 40 2.1.3.1 GCircuit Breakers

2.1.3 GPanelboards

2.2.2 GDevice Plates

SD-06 Test Reports

3.6 GContinuity Test

3.6 GInsulation Resistance Test

3.6 G600-Volt Wiring Test

3.6 GTransformer Tests

3.6 GGround-Fault Receptacle Test

3.6 GInsulation-Resistance Test

SD-08 Manufacturer’s Instructions 3.1Manufacturer's Instructions

26 05 19.10 10 SD-03 Product Data

2.1.1 GWire and Cable

2.1.3.1 GConductors

3.1Cable Manufacturing Data

SD-06 Test Reports

3.2 GTest Report(s), Inspection

Report(s), and Verification Report(s)

26 05 26.00 40 SD-03 Product Data

2.1.1 GGround Rods

2.1.2 GGround Wires

2.1.3 GConnectors and Fasteners

2.1.4 GTest Wells

2.1.5 GGround Buses

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26 05 26.00 40 SD-06 Test Reports

3.2.1 GBond Resistance Test

3.2.2 GGround Resistance Tests

3.2.3 GGround Isolation Test

3.2.4 GEquipment Continuity Test

SD-07 Certificates

1.3.3 GGround Resistance Test

Equipment

1.3.4 GMicro-Ohmmeter Test Equipment

SD-11 Closeout Submittals 3.3Record Drawings

26 05 71.00 40 SD-02 Shop Drawings

2.1 GConnection Diagrams

2.1 GFabrication Drawings

3.1 GControl Devices

3.1 GProtective Devices

SD-03 Product Data

2.2.1 GMotor Controllers

2.3.1 GInstrument Transformers

2.3.2 GEnclosures

2.2.2 GCircuit Breakers

3.1 GControl Devices

2.3.3 GIndicating Lights

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3.2.1 GDielectric Tests

3.2.1 GFinal Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 22 PAGES

26 05 71.00 40 SD-07 Certificates

3.2.1 GInsulating Oil

SD-08 Manufacturer’s Instructions

3.1 GControl Devices

3.1 GProtective Devices

SD-10 Operation and Maintenance Data

2.2.1.1 GMagnetic Motor Controllers

2.2.1.2 GCombination Motor Controllers

2.2.2 GCircuit Breakers

26 29 23 SD-02 Shop Drawings

1.5.1 GSchematic diagrams

1.5.2 GInterconnecting diagrams

1.5.3 GInstallation drawings

SD-03 Product Data

2.1 GVariable frequency drives

2.3Wires and cables 1.5.4Equipment schedule

SD-06 Test Reports 3.2.1VFD Test 3.2.2Performance Verification Tests 3.2.3Endurance Test

SD-08 Manufacturer’s Instructions 1.5.5Installation instructions

SD-09 Manufacturer’s Field Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 16 OF 22 PAGES

26 29 23 2.5.1 GVFD Factory Test Plan 1.5.6Factory test results

SD-10 Operation and Maintenance Data

2.1Variable frequency drives 26 51 00 SD-02 Shop Drawings

1.5.1 GLuminaire Drawings

1.5.2 GOccupancy/Vacancy Sensor

Coverage Layout SD-03 Product Data

2.2 GLuminaires

2.4 GLight Sources

2.3 GDrivers

1.6.1 GLED Luminaire Warranty

1.5.4 GLuminaire Design Data

2.5.3.2 GVacancy Sensors

2.5.2 GDimming Controllers (Dimmers)

2.6.1 GEmergency Lighting Unit (EBU)

2.5.3.1 GOccupancy Sensors

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1.5.5 GLED Luminaire - IES LM-79 Test

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1.5.6 GLED Light Source - IES LM-80

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1.5.7 GLED Light Source - IES TM-21

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26 51 00 1.5.8 GOccupancy/Vacancy Sensor Verification Tests

1.5.11.3 GEnergy Efficiency

SD-07 Certificates

1.6.1.1 GLuminaire Useful Life Certificate

1.5.3 GLED Driver and Dimming Switch

Compatibility Certificate 26 56 00 SD-01 Preconstruction Submittals

1.5.2 GPhotometric Plan

1.6.1 GLED Luminaire Warranty

SD-02 Shop Drawings

1.5.1.1 GLuminaire Drawings

SD-03 Product Data

2.2 GLED Luminaires

2.2 SEnergy Star Label for LED

Luminaire Product

2.2.2 GLuminaire Light Sources

2.2.3 GLuminaire Power Supply Units

(Drivers) SD-05 Design Data

1.5.3 GDesign Data for Luminaires

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1.5.5 GLED Light Source - IES LM-80

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26 56 00 3.2Operating Test SD-07 Certificates

1.6.1 GLuminaire Useful Life Certificate

26 60 13.00 40 SD-03 Product Data

2.1 GLow-Voltage Motors

SD-06 Test Reports

2.3 GFactory Test Results

3.2 GField Test Report

SD-08 Manufacturer’s Instructions

3.3.1 GManufacturer's Instructions

SD-10 Operation and Maintenance Data

3.3.1 GOperating and Maintenance

Manual

SD-11 Closeout Submittals

3.3.2 GWarranty

31 00 00 SD-01 Preconstruction Submittals

3.5 GShoring

1.4.3 GDewatering Work Plan

SD-03 Product Data

3.8 GUtilization of Excavated Materials

1.4.1.2Rock Excavation

SD-06 Test Reports 3.16Testing

SD-07 Certificates 3.16Testing

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 19 OF 22 PAGES

32 01 19 SD-03 Product Data 3.1Equipment

SD-04 Samples

1.3.1 GMaterials

SD-06 Test Reports

1.3.1 GCertified Copies of the Test

Reports 32 11 23 SD-03 Product Data

1.4 GPlant, Equipment, and Tools

SD-06 Test Reports

2.3.1 GInitial Tests

3.12.1 GIn-Place Tests

32 12 13 SD-06 Test Reports 3.7Sampling and Testing

32 12 16 SD-03 Product Data

2.4 GMix Design

3.9 GQuality Control

3.10 GMaterial Acceptance

SD-04 Samples 2.3Asphalt Cement Binder 2.2Aggregates

SD-06 Test Reports

2.2 GAggregates

3.9.2.9QC Monitoring

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2.3 GAsphalt Cement Binder

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32 12 16 3.5Testing Laboratory 32 13 13.06 SD-03 Product Data

2.1.6 GCuring Materials

2.1.4 GAdmixtures

2.1.5.1 GDowel

2.1.5.2 GReinforcement

2.1.1 GCementitious Materials

2.1.3 GAggregate

SD-05 Design Data

2.3 GMix Design

SD-06 Test Reports

2.1.3 GAggregate

3.7.2 GConcrete Slump Tests

3.7.4 GAir Content Tests

3.7.3 GFlexural Strength Tests

2.1.1 GCementitious Materials

SD-07 Certificates

1.6.1 GReady-mixed Concrete Plant

1.6.4 GBatch Tickets

2.1.1 GCementitious Materials

32 92 19 SD-03 Product Data 2.3Fertilizer

SD-06 Test Reports 2.2.3Topsoil Composition Tests

SD-07 Certificates 2.1Seed

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32 92 19 SD-08 Manufacturer’s Instructions 2.6Erosion Control Materials

33 30 00 SD-01 Preconstruction Submittals

1.3.1 GContractor's License

SD-02 Shop Drawings

3.1.1 GInstallation Drawings

SD-03 Product Data 2.2.3Frames, Covers, and Gratings 2.2.1Gravity Pipe

SD-06 Test Reports

3.3.1.1.1 GLow-Pressure Air Tests

33 71 02 SD-02 Shop Drawings

1.4.1 GPrecast underground structures

SD-03 Product Data

2.5 GMedium voltage cable

2.10.2 GHandhole frames and covers

SD-06 Test Reports

3.14.1 GField Acceptance Checks and

Tests

3.3 GCable Installation Plan and

Procedure SD-07 Certificates

1.4.2 GCertificate of Conformance

46 23 00 SD-02 Shop Drawings

1.5.1layout 1.5.2Reinforced concrete

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46 23 00 SD-10 Operation and Maintenance Data

2.1 Gequipment

46 25 14 SD-02 Shop Drawings

1.2.2 GSeparator

SD-05 Design Data

1.2.2 GSeparator

SD-06 Test Reports

2.6.1 GShop hydrostatic test

3.1Inspection 3.3.1Field hydrostatic test 3.3.2Preoperational test 3.3.3In-service test

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2.1.1 GSeparator corrosion protection

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3.2 GSeparator system

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3.2 GSeparator system

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SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 41 00

DEMOLITION

05/10

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

1.2.1.2 Demolition Plan

1.2.2 Demolition Plan

1.2.3 General Requirements

1.3 ITEMS TO REMAIN IN PLACE

1.3.1 Existing Construction Limits and Protection

1.3.2 Weather Protection

1.3.3 Trees

1.3.4 Utility Service

1.3.5 Facilities

1.4 BURNING

1.5 AVAILABILITY OF WORK AREAS

1.6 SUBMITTALS

1.7 QUALITY ASSURANCE

1.7.1 Dust and Debris Control

1.8 PROTECTION

1.8.1 Traffic Control Signs

1.8.2 Protection of Personnel

1.9 RELOCATIONS

1.10 EXISTING CONDITIONS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

3.1.1 Structures

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

3.1.2.2 Disconnecting Existing Utilities

3.1.3 Paving and Slabs

3.1.4 Roofing

3.1.4.1 Temporary Roofing

3.1.4.2 Reroofing

3.1.5 Masonry

3.1.6 Concrete

3.1.7 Miscellaneous Metal

3.1.8 Carpentry

3.1.9 Patching

3.1.10 Mechanical Equipment and Fixtures

ms2067 SECTION 02 41 00 Page 1

3.1.10.1 Preparation for Storage

3.1.10.2 Piping

3.1.10.3 Ducts

3.1.10.4 Fixtures, Motors and Machines

3.1.11 Electrical Equipment and Fixtures

3.1.11.1 Fixtures

3.1.11.2 Electrical Devices

3.1.11.3 Wiring Ducts or Troughs

3.1.11.4 Conduit and Miscellaneous Items

3.1.12 Elevators and Hoists

3.2 DISPOSITION OF MATERIAL

3.2.1 Title to Materials

3.2.2 Reuse of Materials and Equipment

3.2.3 Disposal of Ozone Depleting Substance (ODS)

3.2.3.1 Special Instructions

3.2.4 Unsalvageable and Non-Recyclable Material

3.3 CLEANUP

3.4 DISPOSAL OF REMOVED MATERIALS

3.4.1 Regulation of Removed Materials

3.4.2 Burning on Government Property

3.4.3 Removal from Government Property

3.5 REUSE OF SALVAGED ITEMS

-- End of Section Table of Contents --ms2067 SECTION 02 41 00 Page 2

SECTION 02 41 00

DEMOLITION

05/10

PART 1 GENERAL

1.1 REFERENCES

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

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI Guideline K (2009) Guideline for Containers for Recovered Non-Flammable Fluorocarbon Refrigerants

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.6 (2006) Safety & Health Program Requirements for Demolition Operations - American National Standard for Construction and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 82 Protection of Stratospheric Ozone

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

Demolition is the process of wrecking or taking out any load-supporting structural member of a facility together with any related handling and disposal operations.

1.2.1.2 Demolition Plan

Demolition Plan is the planned steps and processes for managing demolition activities and identifying the required sequencing activities and disposal mechanisms.

ms2067 SECTION 02 41 00 Page 3

1.2.2 Demolition Plan

Prepare a Demolition Plan and submit proposed salvage, demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations.

Coordinate with Waste Management Plan in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Include statements affirming Contractor inspection of the existing roof deck and its suitability to perform as a safe working platform or if inspection reveals a safety hazard to workers, state provisions for securing the safety of the workers throughout the performance of the work. Provide procedures for safe conduct of the work in accordance with EM 385-1-1. Plan shall be approved by Contracting Officer prior to work beginning.

1.2.3 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. Remove rubbish and debris from the project site; do not allow accumulations inside or outside the building. The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated.

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements and pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove snow, dust, dirt, and debris from work areas daily.

1.3.2 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and ms2067 SECTION 02 41 00 Page 4 workmen ready to provide adequate and temporary covering of exposed areas.

1.3.3 Trees

Protect trees within the project site trimming only branches which interfere with wash rack canopy.

1.3.4 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor.

1.3.5 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Contracting Officer. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.5 AVAILABILITY OF WORK AREAS

Areas in which the work is to be accomplished will be available in accordance with the schedule which is to be determined by the Contracting Officer.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Demolition Plan; G Existing Conditions

SD-07 Certificates

Notification; G

SD-11 Closeout Submittals ms2067 SECTION 02 41 00 Page 5

Receipts

1.7 QUALITY ASSURANCE

Submit timely notification of demolition and renovation projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61, Subpart M. Notify the State's environmental protection agency, local air pollution control district/agency, and the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61, Subpart M. Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSP A10.6.

Comply with the Environmental Protection Agency requirements specified.

Use of explosives will not be permitted.

1.7.1 Dust and Debris Control

Prevent the spread of dust and debris and avoid the creation of a nuisance in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Vacuum and dust the work area daily.

1.8 PROTECTION

1.8.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a manner to prevent displacement by wind. Notify the Contracting Officer prior to beginning such work.

1.8.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.9 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.10 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the ms2067 SECTION 02 41 00 Page 6 location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results.

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Existing construction scheduled to be removed for reuse shall be disassembled.

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified.

Materials shall be designated for reuse onsite whenever possible.

3.1.1 Structures

a. Remove existing structures indicated to be removed in their entirety including all slabs, footings, subbase, etc..

b. Demolish structures in a systematic manner from the top of the structure to the ground. Complete demolition work above each tier or floor before the supporting members on the lower level are disturbed.

Demolish concrete and masonry walls in small sections. Remove structural framing members and lower to ground by means of derricks, platforms hoists, or other suitable methods as approved by the Contracting Officer.

c. Locate demolition and deconstruction equipment throughout the structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition or deconstruction work until all utility disconnections have been made.

Shut off and cap utilities for future use, as indicated.

3.1.2.2 Disconnecting Existing Utilities

Protect existing utilities uncovered by work and notify the Contracting Officer. Remove only with written authorization from Contracting Officer.

Remove existing utilities, as indicated or uncovered by work and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the ms2067 SECTION 02 41 00 Page 7

Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location in accordance with instructions of the Contracting Officer.

3.1.3 Paving and Slabs

Remove sawcut concrete and asphaltic concrete paving and slabs including aggregate base as indicated to a depth of 13 inches below existing adjacent grade. Provide neat sawcuts at limits of pavement removal as indicated.

Pavement and slabs not to be used in this project shall be removed from the site. Installation at Contractor's expense.

3.1.4 Roofing

Remove built-up roofing to effect the connections with new flashing or roofing. Remove gravel surfacing from existing roofing felts for a minimum distance of 18 inches back from the cut. Remove gravel without damaging felts. Cut existing membrane and insulation along straight lines. Remove roofing system and insulation without damaging the roof deck. Sequence work to minimize building exposure between demolition or deconstruction and new roof materials installation.

3.1.4.1 Temporary Roofing

Install temporary roofing and flashing as necessary to maintain a watertight condition throughout the course of the work. Remove temporary work prior to installation of permanent roof system materials unless approved otherwise by the Contracting Officer.

3.1.4.2 Reroofing

When removing the existing roofing system from the roof deck, remove only as much roofing as can be recovered by the end of the work day, unless approved otherwise by the Contracting Officer. Do not attempt to open the roof covering system in threatening weather. Reseal all openings prior to suspension of work the same day.

3.1.5 Masonry

Sawcut and remove masonry so as to prevent damage to surfaces to remain and to facilitate the installation of new work. Where new masonry adjoins existing, the new work shall abut or tie into the existing construction as indicated. Provide square, straight edges and corners where existing masonry adjoins new work and other locations. Masonry removed in whole blocks shall be salvaged and stored for reuse. Masonry removed in pieces shall be crushed for use as aggregate.

3.1.6 Concrete

Saw concrete along straight lines to a depth of a minimum 2 inch. Make each cut in walls perpendicular to the face and in alignment with the cut in the opposite face. Break out the remainder of the concrete provided that the broken area is concealed in the finished work, and the remaining concrete is sound. At locations where the broken face cannot be concealed, grind smooth or saw cut entirely through the concrete.

3.1.7 Miscellaneous Metal

Scrap metal shall become the Contractor's property. Recycle scrap metal as ms2067 SECTION 02 41 00 Page 8 part of demolition and deconstruction operations. Provide separate containers to collect scrap metal and transport to a scrap metal collection or recycling facility, in accordance with the Waste Management Plan.

3.1.8 Carpentry

Remove doors, frames, and similar items as whole units, complete with trim and accessories.

3.1.9 Patching

Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces, using on-site materials when available. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish. Patching shall be as specified and indicated, and shall include:

a. Concrete and Masonry: Completely fill holes and depressions, caused by previous physical damage or left as a result of removals in existing masonry walls to remain, with an approved masonry patching material, applied in accordance with the manufacturer's printed instructions.

3.1.10 Mechanical Equipment and Fixtures

Disconnect mechanical hardware at the nearest connection to existing services to remain, unless otherwise noted. Disconnect mechanical equipment and fixtures at fittings. Remove service valves attached to the unit. Salvage each item of equipment and fixtures as a whole unit; listed, indexed, tagged, and stored. Salvage each unit with its normal operating auxiliary equipment. Transport salvaged equipment and fixtures, including motors and machines, to a designated storage area as directed by the Contracting Officer. Do not remove equipment until approved. Do not offer low-efficiency equipment for reuse; provide to recycling service for disassembly and recycling of parts.

3.1.10.1 Preparation for Storage

Remove water, dirt, dust, and foreign matter from units; tanks, piping and fixtures shall be drained; interiors, if previously used to store flammable, explosive, or other dangerous liquids, shall be steam cleaned.

Seal openings with caps, plates, or plugs. Secure motors attached by flexible connections to the unit. Change lubricating systems with the proper oil or grease.

3.1.10.2 Piping

Disconnect piping at unions, flanges and valves, and fittings as required to reduce the pipe into straight lengths for practical storage. Store salvaged piping according to size and type. If the piping that remains can become pressurized due to upstream valve failure, end caps, blind flanges, or other types of plugs or fittings with a pressure gage and bleed valve shall be attached to the open end of the pipe to ensure positive leak control. Carefully dismantle piping that previously contained gas, gasoline, oil, or other dangerous fluids, with precautions taken to prevent injury to persons and property. Store piping outdoors until all fumes and ms2067 SECTION 02 41 00 Page 9 residues are removed. Box prefabricated supports, hangers, plates, valves, and specialty items according to size and type. Wrap sprinkler heads individually in plastic bags before boxing. Classify piping not designated for salvage, or not reusable, as scrap metal.

3.1.10.3 Ducts

Classify removed duct work as scrap metal.

3.1.10.4 Fixtures, Motors and Machines

Remove and salvage fixtures, motors and machines associated with plumbing, heating, air conditioning, refrigeration, and other mechanical system installations. Salvage, box and store auxiliary units and accessories with the main motor and machines. Tag salvaged items for identification, storage, and protection from damage. Classify broken, damaged, or otherwise unserviceable units and not caused to be broken, damaged, or otherwise unserviceable as debris to be disposed of by the Contractor.

3.1.11 Electrical Equipment and Fixtures

Salvage motors, motor controllers, and operating and control equipment that are attached to the driven equipment. Salvage wiring systems and components. Box loose items and tag for identification. Disconnect primary, secondary, control, communication, and signal circuits at the point of attachment to their distribution system.

3.1.11.1 Fixtures

Remo…