Statement of Work.pdf

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B2424 Dorm Construction Renovations Federal contract opportunity
Solicitation number
FA448425R0004
Issued by
Department of the Air Force Air Mobility Command

About this file

The provided document is a Statement of Work for the B2424 Dorm Renovations project at Joint Base McGuire-Dix-Lakehurst, New Jersey. The project involves repairs and upgrades to the B2424 dormitory facilities, including interior renovations such as replacing flooring, plumbing fixtures, lighting, doors, and casework, as well as exterior repairs to the roof, soffits, and masonry. The work also includes new electrical service, telecom, and hazardous material abatement. The contract period of performance is 360 days. Key features of the work include refurbishing bathrooms and bedrooms, relocating telecom rooms, and upgrading the common areas with new finishes, signage, and window blinds.

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Airside Office Park 100 Airside Drive Moon Township, PA 15108

100% Final Design Submission Statement of Work

B2424 Dorm Renovations Title I A&E Services Joint Base McGuire-Dix-Lakehurst, NJ

100 Airside Drive Moon Township, PA 15108

02 July 2024

This Page Intentionally Left Blank

Joint Base McGuire-Dix-Lakehurst, NJ B2424 Dorm Renovations

Joint Base McGuire-Dix-Lakehurst, NJ B2424 Dorm Renovations

01 00 00 - 1

DIVISION 1

GENERAL REQUIREMENTS

SECTION 01 00 00

STATEMENT OF WORK

PART I - GENERAL

1.01 DESCRIPTION OF WORK:

A. The contractor shall provide all plant, supervision, management, quality control, labor, tools, equipment, appliances and materials and perform all work necessary to...

This project is to address repairs and upgrades to the facilities at B2424, including interior renovations, and exterior repairs and upgrades.

B. This project shall be performed in strict accordance with the specifications and drawings forming parts thereof, subject to the terms and conditions of the contract.

1.02 LOCATION:

Building 2424 is located on Joint Base McGuire-Dix-Lakehurst (JB MDL), NJ.

1.03 PRINCIPAL FEATURES:

A. The work to be performed includes the principal features listed below. This general outline of principal features does not in any way limit the responsibility of the contractor to perform all work and furnish all plant, labor, and material required by the specifications and drawings to perform a complete and permanent job to adequately fulfill the intent of these specifications and to deliver a work product(s) that is fit for its intended purpose. The inspection clause of any resultant contract for this work shall not in any way be interpreted as waiving the Government’s requirement that the work product(s) be fit for its intended purpose. Government inspections do not in any way constitute acceptance of work quality or fitness until the final acceptance inspection is made.

Alterations to the existing facilities include the following:

1. Interior

i. Interior surfaces will be repaired and repainted. The “popcorn” ceilings will be replaced with new gypsum board in all locations. All flooring and bases including vinyl, rubber, carpet, and ceramic tiles will be replaced.

ii. New LED lighting throughout will meet the current UFC lighting levels. See electrical for more information.

iii. Openings:

01 00 00 - 2

Doors including hardware (and frames as needed) will be replaced with new. Keyed locks with dead bolts and lever handles will be installed, no electrified hardware. Door hardware replacement will comply with ADA/ABA standards. Window blinds will be replaced.

iv. Restrooms and Bathrooms:

The Scope of Work (SOW) includes refinished single and shared bathrooms (in dorm rooms) in both the dormitory and common buildings. Wall tiles and substrate will be replaced with new mold-resistant substrate and new tiles. Floor tiles will be replaced with new. Bathroom ceilings will be replaced with new mold-resistant gypsum board. All plumbing fixtures and accessories will be replaced with new. Tubs will be replaced with acrylic shower stalls with tempered glass doors. All plumbing fixtures will be replaced with fixtures that are WaterSense labeled. New exhaust grilles will be in the shower not next to the shower.

v. Common Kitchen:

All cabinetry, countertops, medicine cabinets, accessories and sinks will be replaced with new.

Cabinetry will be plastic laminate-clad and topped with solid surface countertops.

Finishes will only be replaced in the listed spaces. The kitchen layout will be expanded. A gas line will be installed, electric range will be replaced with gas range. A second range/oven will be added.

vi. Second-floor Mailroom:

To be converted into two rooms by removing the existing partition wall and mail slots/boxes. One shall be a telecom room and one shall be a study/lounge room suitable for activities such as yoga.

vii. Laundry Rooms:

Renovated to add a partition behind the machines to shield the utilities, creating a chase. A door will be added to access this chase for maintenance. The opposite walls will be bumped out to compensate for the loss of floor space.

viii. Day Room:

Renovations will include the main space, TV room, kitchen, and restrooms. All finishes, casework, lighting, and accessories will be updated in the kitchen only.

2. Exterior

i. Roof:

Roof gutters and downspouts will be replaced entirely. New Eave detail includes baker plywood construction and metal facia.

ii. Soffits:

Exterior hallway soffits will be replaced to match existing at locations of water damage.

iii. Masonry Repairs:

Capstones at walkways throughout the building will be replaced as well as all flashing and weeps on windows, fenestration headers, and locations where there is water infiltration and/or deterioration. All closed cell backer rod in exterior walls and concrete hallways are to be replaced including all expansion and control joints. Sealants in the windows, doors, exterior walls and concrete hallways will be replaced. Water infiltration problems discovered or observed during the

01 00 00 - 3 site visit will be repaired. Brick masonry will be replaced and repointed where needed. Stains and efflorescence will be cleaned from surfaces.

iv. Existing Stairs to Remain:

Spalling and staining present on the staircases at the ends of each wing are likely due to moisture penetration at the guardrail bracket mounting locations.

Concrete repairs will be done at each column, beam, landing, and stair deficiency and guardrails will be removed and refurbished, brackets will be refurbished and reinstalled using a high-grade anchors and sealers at each connection.

v. Central Stair:

The central exterior precast concrete stair connecting both wings is to be replaced in its entirety.

The central stair has significant cracking and spalling. Cracking is primarily occurring at the horizontal beams and occasionally along the face of the stair runs. Significant cracking is present at the beam-to-column connection supporting the second-floor landing. Cracks are likely due to moisture penetration and possible foundation settlement. Spalling and staining is present primarily at the beam-to-column connection and at each guardrail bracket connection most likely due to water penetration. New stair will be precast concrete replace in kind. Structural requirements for precast delegated design are defined in stair drawings.

vi. New Water Supply:

A new water service connection will be installed along with a vault to provide separate fire and domestic water lines to the existing mechanical room.

3. Utility:

i. Service Meters:

Water, natural gas, and electric meters are to be replaced with “smart meters” and interconnected to provide connection to the base-wide system.

B. Contract Period of Performance is: 360 days.

PART II – NOT USED

PART III – NOT USED

END OF SECTION 01 00 00

COVER PAGE
PROFESSIONAL SEALS
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 - JBMDL STATEMENT OF WORK (PART 1)
AMRS METER SPECIFICATIONS
1.1 AMRS Electric Meter Specifications
1.2 AMRS Compliant Meter List
1.3 Meter Installation Guidelines
4.0 AMRS Compatible Translation Devices and Accumulators
01 00 00 - JBMDL STATEMENT OF WORK (PART 2)
01 14 00 - WORK RESTRICTIONS
01 20 00 - PRICE AND PAYMENT
01 30 00 - ADMINISTRATIVE REQUIREMENTS
01 33 00 - SUBMITTAL PROCEDURES
SUBMITTAL REGISTER
01 33 29 - SUSTAINABILITY REQUIREMENTS AND REPORTING
PART 1 GENERAL
1.1 REFERENCES
1.2 SUMMARY
1.3 SUBMITTALS
1.4 GUIDING PRINCIPLES VALIDATION GPV
1.4.1 Sustainability Action Plan
1.4.2 Calculations
1.5 SUSTAINABILITY SUBMITTALS
1.5.1 High Performance Sustainable Building HPSB Checklist
1.5.1.1 HPSB Checklist Submittals
1.5.2 "S" Submittals for Sustainability Documentation
1.5.3 Sustainability eNotebook
1.5.3.1 Sustainability eNotebook Format
1.5.3.2 Sustainability eNotebook Submittal Schedule
1.6 DOCUMENTATION REQUIREMENTS
1.6.1 Optimize Energy Performance
1.6.1.1 Design Submittal Documentation
1.6.1.2 Construction Submittal Documentation
1.6.2 Energy Efficient Products
1.6.3 Solar Domestic Hot Water SDHW
1.6.4 Building-level Power Metering
1.6.4.1 Construction Submittal Documentation
1.6.5 Indoor Water Use
1.6.6 Indoor Water Metering
1.6.6.1 Construction Submittal Documentation
1.6.7 Stormwater Management
1.6.8 Ventilation and Thermal Comfort
1.6.9 Moisture Control
1.6.9.1 Construction Submittal Documentation
1.6.10 Reduce Volatile Organic Compounds VOC Low-Emitting Materials
1.6.11 Indoor Air Quality During Construction
1.6.12 Recycled Content
1.6.12.1 Construction Submittal Documentation
1.6.13 Bio-Based Products
1.6.14 Waste Material Management Recycling Œ Construction
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 SUSTAINABILITY COORDINATION
3.2 TABLE 3-1 VOLATILE ORGANIC COMPOUNDS VOC LOW EMITTING MATERIALS
01 35 26 - GOVERNMENTAL SAFETY REQUIREMENTS
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.2.1 Competent Person CP
1.2.2 Competent Person, Confined Space
1.2.3 Competent Person, Cranes and Rigging
1.2.4 Competent Person, Excavation/Trenching
1.2.5 Competent Person, Fall Protection
1.2.6 Competent Person, Scaffolding
1.2.7 Competent Person CP Trainer
1.2.8 High Risk Activities
1.2.9 High Visibility Accident
1.2.10 Load Handling Equipment LHE
1.2.11 Medical Treatment
1.2.12 Near Miss
1.2.13 Operating Envelope
1.2.14 Qualified Person QP
1.2.15 Qualified Person, Fall Protection QP for FP
1.2.16 Recordable Injuries or Illnesses
1.2.17 Government Property and Equipment
1.2.18 Load Handling Equipment LHE Accident or Load Handling Equipment
1.3 SUBMITTALS
1.4 MONTHLY EXPOSURE REPORTS
1.5 REGULATORY REQUIREMENTS
1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS
1.6.1 Personnel Qualifications
1.6.1.1 Site Safety and Health Officer SSHO
1.6.1.1.1 Additional Site Safety and Health Officer SSHO Requirements
1.6.1.2 Competent Person Qualifications
1.6.1.2.1 Competent Person for Confined Space Entry
1.6.1.2.2 Competent Person for Scaffolding
1.6.1.2.3 Competent Person for Fall Protection
1.6.1.3 Qualified Trainer Requirements
1.6.1.4 Dredging Contract Requirements - NOT USED
1.6.1.5 Crane Operators/Riggers
1.6.2 Personnel Duties
1.6.2.1 Duties of the Site Safety and Health Officer SSHO
1.6.3 Meetings
1.6.3.1 Preconstruction Conference
1.6.3.2 Safety Meetings
1.7 ACCIDENT PREVENTION PLAN APP
1.7.1 APP - Construction
1.7.2 Names and Qualifications
1.7.3 Plans
1.7.3.1 Confined Space Entry Plan
1.7.3.2 Standard Lift Plan SLP
1.7.3.3 Critical Lift Plan - Crane or Load Handling Equipment
1.7.3.3.1 Critical Lift Plan Planning and Schedule
1.7.3.3.2 Lifts of Personnel
1.7.3.4 Barge Mounted Mobile Crane Lift Plan - NOT USED
1.7.3.5 Multi-Purpose Machines, Material Handling Equipment, and
1.7.3.6 Fall Protection and Prevention FP&P Plan
1.7.3.7 Rescue and Evacuation Plan
1.7.3.8 Hazardous Energy Control Program HECP
1.7.3.9 Excavation Plan
1.7.3.10 Lead, Cadmium, and Chromium Compliance Plan
1.7.3.11 Site Demolition Plan
1.8 ACTIVITY HAZARD ANALYSIS AHA
1.8.1 AHA Management
1.8.2 AHA Signature Log
1.9 DISPLAY OF SAFETY INFORMATION
1.9.1 Safety Bulletin Board
1.9.2 Safety and Occupational Health SOH Deficiency Tracking System
1.10 SITE SAFETY REFERENCE MATERIALS
1.11 EMERGENCY MEDICAL TREATMENT
1.12 NOTIFICATIONS and REPORTS
1.12.1 Mishap Notification
1.12.2 Accident Reports
1.12.3 LHE Inspection Reports
1.13 HOT WORK
1.13.1 Permit and Personnel Requirements
1.13.2 Work Around Flammable Materials
1.14 RADIATION SAFETY REQUIREMENTS
1.14.1 Radiography Operation Planning Work Sheet
1.14.2 Site Access and Security
1.14.3 Loss or Release and Unplanned Personnel Exposure
1.14.4 Site Demarcation and Barricade
1.14.5 Security of Material and Equipment
1.14.6 Transportation of Material
1.14.7 Schedule for Exposure or Unshielding
1.14.8 Transmitter Requirements
1.15 CONFINED SPACE ENTRY REQUIREMENTS
1.15.1 Entry Procedures
1.15.2 Forced Air Ventilation
1.15.3 Sewer Wet Wells
1.15.4 Rescue Procedures and Coordination with Local Emergency Responders
1.16 DIVE SAFETY REQUIREMENTS - NOT USED
1.17 SEVERE STORM PLAN
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 CONSTRUCTION AND OTHER WORK
3.1.1 Worksite Communication
3.1.2 Hazardous Material Exclusions
3.1.3 Unforeseen Hazardous Material
3.2 UTILITY OUTAGE REQUIREMENTS
3.3 OUTAGE COORDINATION MEETING
3.4 CONTROL OF HAZARDOUS ENERGY LOCKOUTTAGOUT
3.4.1 Safety Preparatory Inspection Coordination Meeting with the
3.4.2 Lockout/Tagout Isolation
3.4.3 Lockout/Tagout Removal
3.5 FALL PROTECTION PROGRAM
3.5.1 Training
3.5.2 Fall Protection Equipment and Systems
3.5.2.1 Additional Personal Fall Protection Measures
3.5.2.2 Personal Fall Protection Equipment
3.5.3 Fall Protection for Roofing Work
3.5.4 Horizontal Lifelines HLL
3.5.5 Guardrails and Safety Nets
3.5.6 Rescue and Evacuation Plan and Procedures
3.6 WORK PLATFORMS
3.6.1 Scaffolding
3.6.2 Elevated Aerial Work Platforms AWPs
3.7 EQUIPMENT
3.7.1 Material Handling Equipment MHE
3.7.2 Load Handling Equipment LHE
3.7.3 Machinery and Mechanized Equipment
3.7.4 Base Mounted Drum Hoists
3.7.5 Use of Explosives
3.8 EXCAVATIONS
3.8.1 Utility Locations
3.8.2 Utility Location Verification
3.8.3 Utilities Within and Under Concrete, Bituminous Asphalt, and Other
3.9 ELECTRICAL
3.9.1 Conduct of Electrical Work
3.9.2 Qualifications
3.9.3 Arc Flash
3.9.4 Grounding
3.9.5 Testing
01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS
PART 1 GENERAL
1.1 REFERENCES
1.2 ORDERING INFORMATION
PART 2 PRODUCTS
PART 3 EXECUTION
01 45 00 - QUALITY CONTROL
PART 1 GENERAL
1.1 REFERENCES
1.2 PAYMENT
1.3 SUBMITTALS
1.4 GENERAL REQUIREMENTS
1.5 QUALITY CONTROL QC PROGRAM REQUIREMENTS
1.5.1 Meetings
1.5.1.1 Quality Control Plan Meeting
1.5.1.2 Coordination and Mutual Understanding Meeting
1.5.1.2.1 Purpose
1.5.1.2.2 Coordination of Activities
1.5.1.2.3 Attendees

1.5.1.3 Quality Control QC Meetings

1.5.2 Contractor Quality Control CQC Plan
1.5.2.1 Content of Contractor Quality Control CQC Plan
1.5.3 Acceptance of the Quality Control QC Plan
1.5.4 Notification of Changes
1.6 QUALITY CONTROL QC ORGANIZATION
1.6.1 Personnel Requirements
1.6.2 Quality Control QC Manager
1.6.2.1 Duties
1.6.2.2 Qualifications
1.6.2.3 Construction Quality Management Training
1.6.3 Organizational Changes
1.6.4 Alternate Quality Control QC Manager Duties and Qualifications
1.6.5 Quality Control QC Specialists - NOT USED
1.7 SUBMITTAL AND DELIVERABLES REVIEW AND APPROVAL
1.8 THREE PHASES OF CONTROL
1.8.1 Preparatory Phase
1.8.2 Initial Phase
1.8.3 Follow-Up Phase
1.8.4 Additional Preparatory and Initial Phases
1.8.5 Notification of Three Phases of Control for Off-Site Work
1.8.6 Deficiency/Rework Items List
1.9 TESTING
1.9.1 Laboratory Accreditation Authorities
1.9.2 Capability Check
1.9.2.1 Capability Recheck
1.9.2.2 Onsite Laboratory

1.9.3 Test Results

1.10 COMPLETION INSPECTIONS
1.10.1 Punch-Out Inspection
1.10.2 Pre-Final Inspection
1.10.3 Final Acceptance Inspection
1.11 QUALITY CONTROL QC CERTIFICATIONS
1.11.1 Contractor Quality Control CQC Report Certification
1.11.2 Completion Certification
1.12 DOCUMENTATION AND INFORMATION FOR THE CONTRACTING OFFICER
1.12.1 Construction Documentation
1.12.2 Quality Control Activities
1.12.3 Verification Statement
1.12.4 Quality Control Validation
1.12.5 Testing Plan and Log
1.12.6 As-Built Drawings
1.13 NOTIFICATION ON NON-COMPLIANCE
1.14 DELIVERY, STORAGE, AND HANDLING
PART 2 PRODUCTS
PART 3 EXECUTION
01 45 35 - SPECIAL INSPECTIONS
01 50 00 - TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.2.1 Class I and II Ozone Depleting Substance ODS
1.2.2 Contractor Generated Hazardous Waste
1.2.3 Environmental Pollution and Damage
1.2.4 Environmental Protection
1.2.5 Hazardous Debris
1.2.6 Hazardous Materials
1.2.7 Hazardous Waste
1.2.8 Regulated Waste
1.2.9 Sediment
1.2.10 Solid Waste
1.2.10.1 Debris
1.2.10.2 Green Waste
1.2.10.3 Material Not Regulated As Solid Waste
1.2.10.4 Non-Hazardous Waste
1.2.10.5 Recyclables
1.2.10.6 Scrap Metal
1.2.10.7 Wood
1.2.11 Surface Discharge
1.2.12 Universal Waste
1.2.13 Location Specific Universal Waste
1.2.14 Landfill-Controlled Waste
1.3 SUBMITTALS
1.4 ENVIRONMENTAL PROTECTION REQUIREMENTS
1.4.1 Training in Environmental Compliance Assessment Training and
1.4.1.1 Personnel Requirements
1.4.1.2 Certification
1.4.1.3 Refresher Training

1.4.2 Conformance with the Environmental Management System

1.5 QUALITY ASSURANCE
1.5.1 Preconstruction Survey and Protection of Features
1.5.2 Regulatory Notifications
1.5.3 Environmental Brief
1.5.4 Environmental Manager
1.5.5 Employee Training Records
1.5.6 Non-Compliance Notifications
1.6 ENVIRONMENTAL PROTECTION PLAN
1.6.1 General Overview and Purpose
1.6.1.1 Descriptions
1.6.1.2 Duties
1.6.1.3 Procedures
1.6.1.4 Communications
1.6.1.5 Contact Information
1.6.2 General Site Information
1.6.2.1 Work Area
1.6.2.2 Documentation
1.6.3 Protection of the Environment from Waste Derived from Contractor
1.6.4 Prevention of Releases to the Environment
1.6.5 Regulatory Notification and Permits
1.6.6 Clean Air Act Compliance
1.6.6.1 Environmental Protection Plan
1.6.6.2 Haul Route
1.6.6.3 Pollution Generating Equipment
1.6.6.4 Stationary Internal Combustion Engines
1.6.6.5 Refrigerants
1.6.6.6 Air Pollution-engineering Processes
1.6.6.7 Monitoring
1.6.6.8 Compliant Materials

1.6.7 Clean Air Program

1.7 LICENSES AND PERMITS
1.8 ENVIRONMENTAL RECORDS BINDER
1.9 SOLID WASTE MANAGEMENT PERMIT
1.9.1 Monthly Solid Waste Disposal Report

1.10 FACILITY HAZARDOUS WASTE GENERATOR STATUS

PART 2 PRODUCTS
PART 3 EXECUTION
3.1 STORMWATER
3.1.1 Construction General Permit
3.1.1.1 Inspection Reports
3.1.2 Erosion and Sediment Control Measures
3.1.3 Work Area Limits
3.1.4 Contractor Facilities and Work Areas
3.2 AIR RESOURCES
3.2.1 Preconstruction Air Permits
3.2.2 Oil or Dual-fuel Boilers and Furnaces
3.2.3 Burning
3.2.4 Class I and II ODS Prohibition
3.2.5 Venting of Refrigerant
3.2.6 EPA Certification Requirements
3.2.7 Dust Control
3.2.7.1 Particulates
3.2.7.2 Abrasive Blasting

3.2.8 Odors

3.3 WASTE MINIMIZATION
3.3.1 Salvage, Reuse and Recycle
3.3.2 Nonhazardous Solid Waste Diversion Report
3.4 WASTE MANAGEMENT AND DISPOSAL
3.4.1 Waste Determination Documentation
3.4.1.1 Sampling and Analysis of Waste
3.4.1.1.1 Waste Sampling
3.4.1.1.2 Laboratory Analysis
3.4.1.1.3 Analysis Type
3.4.2 Solid Waste Management
3.4.2.1 Project Solid Waste Disposal Documentation Report
3.4.2.2 Control and Management of Solid Wastes
3.4.3 Control and Management of Hazardous Waste
3.4.3.1 Hazardous Waste/Debris Management
3.4.3.2 Waste Storage/Satellite Accumulation/90 Day Storage Areas
3.4.3.3 Hazardous Waste Disposal
3.4.3.3.1 Responsibilities for Contractor's Disposal
3.4.3.3.1.1 Services
3.4.3.3.1.2 Samples
3.4.3.3.1.3 Analysis
3.4.3.3.1.4 Labeling

3.4.3.3.2 Contractor Disposal Turn-In Requirements

3.4.3.4 Universal Waste Management
3.4.3.5 Electronics End-of-Life Management
3.4.3.6 Disposal Documentation for Hazardous and Regulated Waste
3.4.4 Releases/Spills of Oil and Hazardous Substances
3.4.4.1 Response and Notifications
3.4.4.2 Clean Up
3.4.5 Mercury Materials
3.4.6 Wastewater
3.4.6.1 Disposal of Wastewater
3.4.6.1.1 Treatment
3.4.6.1.2 Land Application
3.5 HAZARDOUS MATERIAL MANAGEMENT
3.5.1 Contractor Hazardous Material Inventory Log
3.6 PREVIOUSLY USED EQUIPMENT
3.7 CONTROL AND MANAGEMENT OF LEAD-BASED PAINT LBP
3.8 CONTROL AND MANAGEMENT OF POLYCHLORINATED BIPHENYLS PCBs
3.9 CONTROL AND MANAGEMENT OF LIGHTING BALLAST AND LAMPS CONTAINING PCBs
3.10 MILITARY MUNITIONS
3.11 PETROLEUM, OIL, LUBRICANT POL STORAGE AND FUELING
3.11.1 Used Oil Management
3.11.2 Oil Storage Including Fuel Tanks
3.12 INADVERTENT DISCOVERY OF PETROLEUM-CONTAMINATED SOIL OR HAZARDOUS
3.13 SOUND INTRUSION
3.14 POST CONSTRUCTION CLEANUP
3.15 LEAD-BASED PAINT LBP
3.15.1 Background Information
3.15.2 Contractor Requirements
3.16 POLYCHLORINATED BIPHENYL PCB
3.16.1 Background Information
3.16.2 Contractor Requirements
01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.2.1 Co-mingle
1.2.2 Construction Waste
1.2.3 Demolition Debris/Waste
1.2.4 Disposal
1.2.5 Diversion
1.2.6 Final Construction Waste Diversion Report
1.2.7 Recycling
1.2.8 Reuse
1.2.9 Salvage
1.2.10 Source Separation
1.3 CONSTRUCTION WASTE INCLUDES DEMOLITION DEBRISWASTE
1.4 CONSTRUCTION WASTE MANAGEMENT
1.4.1 Implementation of Construction Waste Management Program
1.4.2 Oversight
1.4.3 Special Programs
1.4.4 Special Instructions
1.4.5 Waste Streams
1.5 SUBMITTALS
1.6 MEETINGS
1.7 CONSTRUCTION WASTE MANAGEMENT PLAN
1.8 RECORDS DOCUMENTATION
1.8.1 General
1.8.2 Accumulated
1.9 REPORTS
1.9.1 General
1.9.2 Quarterly Reporting
1.9.3 Annual Reporting
1.10 FINAL CONSTRUCTION WASTE DIVERSION REPORT
1.11 COLLECTION
1.11.1 Source Separation Method
1.11.2 Other Methods
1.12 DISPOSAL
1.12.1 Reuse
1.12.2 Recycle
1.12.3 Waste
PART 2 PRODUCTS
PART 3 EXECUTION
01 78 00 - CLOSEOUT SUBMITTALS
01 78 23 - OPERATION AND MAINTENANCE DATA
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 MEETINGS
1.3.1 Pre-Construction Meeting
1.3.2 Operation and Maintenance Manual and Facility Data Workbook
1.3.3 Submittal Coordination Meeting
1.4 FACILITY DATA WORKBOOK
1.5 OPERATION AND MAINTENANCE MANUAL MEDIA
1.5.1 CD or DVD Label and Disk Holder or Case
1.5.2 O&M Manual Tabbed Hard Copy
1.6 O&M MANUAL CONTENT
1.6.1 Part 1: Executive Summary
1.6.2 Part 2: Facility Design and Construction
1.6.2.1 General Facility and Systems Description
1.6.2.2 Basis of Design
1.6.2.3 Contract Documents, RFP, Amendments, and Modifications
1.6.2.4 Room Inventory of Real Property and Finishes
1.6.3 Part 3: Facilities, Systems, and Assemblies Information
1.6.3.1 Organization
1.6.3.2 Related Specifications
1.6.3.3 Manufacturer's Operations and Maintenance Data
1.6.3.4 Approved Submittals and Certificates
1.6.3.5 Approved Coordination/Shop Drawings
1.6.4 Sequence of Operation for Operating Equipment
1.6.4.1 Safety Precautions and Hazards
1.6.4.2 Operator Prestart
1.6.4.3 Startup, Shutdown, and Post-Shutdown Procedures
1.6.4.4 Normal Operations
1.6.4.5 Emergency Operations
1.6.4.6 Operator Service Requirements
1.6.4.7 Environmental Conditions
1.6.4.8 Operating Log
1.6.4.9 Additional Requirements for Equipment Control Systems
1.6.4.10 Testing Equipment Information and Performance Data
1.6.5 Routine Maintenance Requirements
1.6.5.1 Preventive Maintenance Plan, Schedule, and Procedures
1.6.5.2 Lubrication Data
1.6.6 Repair Procedures
1.6.6.1 Troubleshooting Guides and Diagnostic Techniques
1.6.6.2 Wiring Diagrams and Control Diagrams
1.6.6.3 Removal and Replacement Instructions
1.6.6.4 Repair Work-Hours
1.6.6.5 Warranty Information
1.6.6.6 Extended Warranty Information
1.6.6.7 Record Drawings and Utility Systems
1.6.6.8 Personnel Training Requirements
1.6.6.9 Contractor / Supplier Listing and Contact Information
1.6.7 Part 4: Facility Operations
1.6.7.1 Completed Facility Operating Plan
1.6.7.2 Testing Equipment and Special Tool Information
1.6.7.3 Testing and Performance Data
1.6.7.4 Approved Field Test Reports and Manufacturer's Field Reports
1.6.7.5 Maintenance Plans, Procedures, Checklists, Records, and Spare
1.6.7.5.1 Maintenance Schedules
1.6.7.5.2 Ongoing Commissioning Operational and Maintenance Record Keeping
1.6.7.5.3 Janitorial and Cleaning Plans and Procedures
1.6.7.6 Utility Record Drawings
1.6.7.6.1 Utility Schematic Diagrams
1.6.7.6.2 Enlarged Connection and Cutoff Plans
1.6.7.6.2.1 Description of Utility Metering and Monitoring Systems
1.6.7.6.2.2 Procedures for Tracking Utility Use and Reporting
1.6.7.6.2.3 One-Line Diagrams and Meter Location of System

1.6.7.6.3 Spare Parts and Supply Lists

1.6.8 Part 5: Training
1.6.9 Part 6: Cx Project Report and TAB Report
1.6.10 Part 7: Regulatory Requirements
1.6.11 Part 8: Permits
1.6.12 Part 9: Operations and Maintenance Manual Approval
1.7 SCHEDULE OF OPERATION AND MAINTENANCE DATA PACKAGES
1.7.1 Package Quality
1.7.2 Data Package 1
1.7.3 Data Package 2
1.7.4 Data Package 3
1.7.5 Data Package 4
1.7.6 Data Package 5
1.7.7 Changes to Submittals
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 TRAINING
3.1.1 Training Plan
3.1.2 Training Content
3.1.3 Training Outline
3.1.4 Training Video Recording
3.1.5 Unresolved Questions from Attendees
3.1.6 Validation of Training Completion
3.1.7 Quality Control Coordination
3.2 SUBMITTAL SCHEDULING
3.2.1 Operation and Maintenance Manual, Progress Submittal
3.2.2 Operation and Maintenance Manual, Prefinal Submittal
3.2.3 Operation and Maintenance Manual, Final Submittal
DIVISION 02 - EXISTING CONDITIONS
02 41 00 - DEMOLITION AND DECONSTRUCTION
PART 1 GENERAL
1.1 REFERENCES
1.2 PROJECT DESCRIPTION
1.2.1 Definitions
1.2.1.1 Demolition
1.2.1.2 Deconstruction
1.2.1.3 Demolition Plan
1.2.1.4 Deconstruction Plan
1.2.2 Demolition/Deconstruction 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
2.1 FILL MATERIAL
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 Carpet
3.1.10 Acoustic Ceiling Tile
3.1.11 Patching
3.1.12 Cylinders and Canisters
3.1.13 Locksets on Swinging Doors
3.1.14 Mechanical Equipment and Fixtures
3.1.14.1 Preparation for Storage
3.1.14.2 Piping
3.1.14.3 Ducts
3.1.14.4 Fixtures, Motors and Machines
3.1.15 Electrical Equipment and Fixtures
3.1.15.1 Fixtures
3.1.15.2 Electrical Devices
3.1.15.3 Wiring Ducts or Troughs
3.1.15.4 Conduit and Miscellaneous Items

3.1.16 Elevators and Hoists

3.2 CONCURRENT EARTH-MOVING OPERATIONS
3.3 DISPOSITION OF MATERIAL
3.3.1 Title to Materials
3.3.2 Reuse of Materials and Equipment
3.3.3 Salvaged Materials and Equipment
3.3.4 Disposal of Ozone Depleting Substance ODS
3.3.4.1 Special Instructions
3.3.4.2 Fire Suppression Containers
3.3.5 Transportation Guidance
3.3.6 Unsalvageable and Non-Recyclable Material
3.4 CLEANUP
3.5 DISPOSAL OF REMOVED MATERIALS
3.5.1 Regulation of Removed Materials
3.5.2 Burning on Government Property
3.5.3 Removal to Spoil Areas on Government Property
3.5.4 Removal from Government Property

3.6 REUSE OF SALVAGED ITEMS

02 42 51 - CARPET REMOVAL AND RECLAMATION
PART 1 GENERAL
1.1 REFERENCES
1.2 SUMMARY
1.3 SUBMITTALS
1.4 QUALITY CONTROL
1.4.1 Carpet Reclamation Agency
1.4.2 Carpet Remover Requirements
1.4.3 Carpet Reclamation Agency Submittal
1.4.4 Regulatory Requirements
1.4.4.1 Carpet Reclamation Agency and Carpet Remover Certification
1.5 PROJECT/SITE CONDITIONS
1.5.1 Environmental Requirements
PART 2 PRODUCTS
2.1 SYSTEM DESCRIPTION
2.1.1 Carpet Reclamation Agency
2.1.2 Carpet Removers
2.2 MATERIALS
2.2.1 Adhesive Removal Solvents
2.2.2 Used Carpet
2.2.3 Carpet Pad
PART 3 EXECUTION
3.1 EXAMINATION
3.1.1 Verification of Conditions
3.2 PREPARATION
3.3 APPLICATION
3.3.1 Carpet Removal
3.3.2 Container Disposal
3.3.3 Truck Trailer Disposal
3.3.4 Interior Operations
02 81 00 - TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.2.1 Hazardous Material
1.2.2 Hazardous Waste
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
1.4.1 Transportation and Disposal Coordinator
1.4.2 Training
1.4.3 Certification
1.4.4 Laws and Regulations Requirements
PART 2 PRODUCTS
2.1 MATERIALS
2.1.1 Packagings
2.1.2 Markings
2.1.3 Labeling
2.1.4 Placards
2.1.5 Spill Response Materials

2.2 EQUIPMENT AND TOOLS

PART 3 EXECUTION
3.1 HAZARDOUS WASTE MANAGEMENT PLAN
3.2 ONSITE HAZARDOUS WASTE MANAGEMENT
3.2.1 Hazardous Waste Classification
3.3 OFFSITE HAZARDOUS WASTE MANAGEMENT
3.3.1 Treatment, Storage, and Disposal Facility and Transporter
3.3.2 Facility Status Information
3.3.3 Shipping Documents and Packagings Certification
3.3.4 Transportation
3.3.5 Treatment and Disposal of Hazardous Wastes
3.4 RADIOACTIVE MATERIALS MANAGEMENT
3.4.1 Identification of Proper Shipping Names
3.4.2 Packaging, Labeling, and Marking
3.4.3 Shipping Documents
3.4.3.1 PCB Waste Shipment Documents
3.4.3.2 Asbestos Waste Shipment Documents
3.4.3.3 Other Hazardous Material Shipment Documents
3.5 WASTE MINIMIZATION
3.6 RECORDKEEPING
3.7 SPILL RESPONSE
3.8 EMERGENCY CONTACTS
02 83 00 - LEAD REMEDIATION
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.2.1 Abatement
1.2.2 Action Level
1.2.3 Area Sampling
1.2.4 Cadmium Permissible Exposure Limit PEL
1.2.5 Certified Industrial Hygienist CIH
1.2.6 Child-Occupied Facility
1.2.7 Chromium Permissible Exposure Limit PEL
1.2.8 Competent Person CP
1.2.9 Contaminated Room
1.2.10 Decontamination Shower Facility
1.2.11 Deleading
1.2.12 Eight-Hour Time Weighted Average TWA
1.2.13 High Efficiency Particulate Air HEPA Filter Equipment
1.2.14 Lead
1.2.15 Lead-Based Paint LBP
1.2.16 Lead-Based Paint Activities
1.2.17 Lead-Based Paint Hazards
1.2.18 Lead, Cadmium, Chromium Control Area
1.2.19 Lead Permissible Exposure Limit PEL
1.2.20 Material Containing LeadPaint with Lead MCLPWL
1.2.21 Personal Sampling
1.2.22 Physical Boundary
1.2.23 Target Housing
1.3 DESCRIPTION
1.3.1 Protection of Existing Areas To Remain
1.3.2 Coordination with Other Work
1.3.3 Sampling and Analysis
1.3.3.1 Dust Wipe Materials, Sampling and Analysis
1.3.3.2 Soil Sampling and Analysis
1.3.3.3 Clearance Monitoring

1.3.4 Clearance Requirements

1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.5.1 Qualifications
1.5.1.1 Competent Person CP
1.5.1.2 Training Certification
1.5.1.3 Testing Laboratory
1.5.1.4 Certified Risk Assessor
1.5.2 Requirements
1.5.2.1 Competent Person CP Responsibilities
1.5.2.2 Lead, Cadmium, Chromium Compliance Plan
1.5.2.3 Occupational and Environmental Assessment Data Report
1.5.2.4 Medical Examinations
1.5.2.5 Training
1.5.2.6 Respiratory Protection Program
1.5.2.7 Hazard Communication Program
1.5.2.8 Lead, Cadmium, Chromium Waste Management
1.5.2.9 Environmental, Safety and Health Compliance
1.5.3 Pressure Differential Recordings for Local Exhaust System
1.5.4 Licenses, Permits and Notifications
1.5.5 Pre-Construction Conference
1.6 EQUIPMENT
1.6.1 Respirators
1.6.2 Special Protective Clothing
1.6.3 Rental Equipment Notification
1.6.4 Vacuum Filters
1.6.5 Equipment for Government Personnel
1.6.6 Abrasive Removal Equipment
1.6.7 Negative Air Pressure System
1.6.7.1 Minimum Requirements
1.6.7.2 Auxiliary Generator
1.6.8 Vacuum Systems
1.6.9 Heat Blower Guns
1.7 PROJECT/SITE CONDITIONS
1.7.1 Protection of Existing Work to Remain
PART 2 PRODUCTS
2.1 MATERIALS AND EQUIPMENT
2.1.1 Expendable Supplies
2.1.1.1 Polyethylene Bags
2.1.1.2 Polyethylene Leak-tight Wrapping
2.1.1.3 Polyethylene Sheeting
2.1.1.4 Tape and Adhesive Spray
2.1.1.5 Containers
2.1.1.6 Chemical Paint Strippers
2.1.1.7 Chemical Paint Stripper Neutralizer
2.1.1.8 Detergents and Cleaners
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 Protection
3.1.1.1 Notification
3.1.1.2 Lead, Cadmium, Chromium Control Area
3.1.1.3 Furnishings
3.1.1.4 Heating, Ventilating and Air Conditioning HVAC Systems
3.1.1.5 Local Exhaust System
3.1.1.6 Negative Air Pressure System Containment
3.1.1.7 Decontamination Shower Facility
3.1.1.8 Eye Wash Station
3.1.1.9 Mechanical Ventilation System
3.1.1.10 Personnel Protection
3.2 ERECTION
3.2.1 Lead, Cadmium, Chromium Control Area Requirements
3.3 APPLICATION
3.3.1 Lead, Cadmium, Chromium Work
3.3.2 Paint with Lead, Cadmium, Chromium or Material Containing Lead,
3.3.2.1 Paint with Lead, Cadmium, Chromium or Material Containing Lead,
3.3.2.2 Paint with Lead, Cadmium, Chromium or Material Containing Lead,

3.3.3 Personnel Exiting Procedures

3.4 FIELD QUALITY CONTROL
3.4.1 Tests
3.4.1.1 Air and Wipe Sampling
3.4.1.2 Sampling After Removal
3.4.1.3 Testing of Material Containing Lead, Cadmium, Chromium Residue
3.5 CLEANING AND DISPOSAL
3.5.1 Cleanup
3.5.1.1 Clearance Certification
3.5.2 Disposal
3.5.2.1 Disposal Documentation
3.5.2.2 Payment for Hazardous Waste
02 84 16 - HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY
PART 1 GENERAL
1.1 REFERENCES
1.2 REQUIREMENTS
1.3 DEFINITIONS
1.3.1 Certified Industrial Hygienist CIH
1.3.2 Leak
1.3.3 Lamps
1.3.4 Polychlorinated Biphenyls PCBs
1.3.5 Spill
1.3.6 Universal Waste
1.4 QUALITY ASSURANCE
1.4.1 Regulatory Requirements
1.4.2 Training
1.4.3 Regulation Documents
1.5 SUBMITTALS
1.6 ENVIRONMENTAL REQUIREMENTS
1.7 SCHEDULING
1.8 QUALITY ASSURANCE
1.8.1 Qualifications of CIH
1.8.2 PCB and Lamp Removal Work Plan
1.8.3 PCB and Lamp Disposal Plan
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 WORK PROCEDURE
3.1.1 Work Operations
3.2 PCB SPILL CLEANUP REQUIREMENTS
3.2.1 PCB Spills
3.2.2 PCB Spill Control Area
3.2.3 PCB Spill Cleanup
3.2.4 Records and Certification
3.3 REMOVAL
3.3.1 Ballasts
3.3.2 Lighting Lamps
3.4 STORAGE FOR DISPOSAL
3.4.1 Storage Containers for PCBs
3.4.2 Storage Containers for lamps
3.4.3 Labeling of Waste Containers
3.5 DISPOSAL
3.5.1 Identification Number
3.5.2 Transporter Certification
3.5.2.1 Certificate of Disposal and/or Recycling
3.5.3 Disposal by the Government
3.5.3.1 Delivery
3.5.3.2 DD Form 1348-1
02 84 33 - REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS PCBs
PART 1 GENERAL
1.1 REFERENCES
1.2 REQUIREMENTS
1.3 DEFINITIONS
1.3.1 Leak
1.3.2 PCBs
1.3.3 Spill
1.4 QUALITY ASSURANCE
1.4.1 Training
1.4.2 Certified Industrial Hygienist CIH
1.4.3 Regulation Documents
1.4.4 Surveillance Personnel
1.5 SUBMITTALS
1.6 EQUIPMENT
1.6.1 Special Clothing
1.6.2 Special Clothing for Government Personnel
1.6.3 PCB Spill Kit
1.7 QUALITY ASSURANCE
1.7.1 Training Certification
1.7.2 Qualifications of CIH
1.7.3 PCB Removal Work Plan
1.7.4 PCB Disposal Plan
1.7.5 Notification
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 PROTECTION
3.1.1 Decontamination Room, Clean Room and Shower Facilities
3.1.2 PCB Control Area
3.1.3 Personnel Protection
3.1.4 Footwear
3.1.5 Permissible Exposure Limits PEL
3.1.6 Special Hazards
3.1.7 PCB Caution Label
3.1.8 PCB Caution Sign
3.2 WORK PROCEDURE
3.2.1 No Smoking
3.2.2 Work Operations
3.3 PCB TRANSFORMERS
3.3.1 Draining of Transformer Liquid
3.3.2 Markings
3.3.3 Laboratory Analysis
3.3.4 Markings
3.3.4.1 Transformers, Less Than 50 ppm
3.3.4.2 Transformers, 50-499 ppm
3.3.4.3 Transformers, Greater Than 500 ppm
3.3.4.4 Drums
3.4 PCB REMOVAL
3.4.1 Confined Spaces
3.4.2 Control Area
3.4.3 Exhaust Ventilation
3.4.4 Temperatures
3.4.5 Solvent Cleaning
3.4.6 Evacuation Procedures
3.5 PCB SPILL CLEANUP REQUIREMENTS
3.5.1 PCB Spills
3.5.2 PCB Spill Control Area
3.5.3 PCB Spill Cleanup
3.5.4 Records and Certification
3.5.5 Sampling Requirements
3.6 STORAGE FOR DISPOSAL
3.6.1 Storage Containers for PCBs
3.6.2 Waste Containers
3.6.3 PCB Articles and PCB-Contaminated Items
3.6.4 Approval of Storage Site
3.7 CLEANUP
3.8 DISPOSAL
3.8.1 Certificate of Disposal
3.8.1.1 Payment Upon Furnishing Certificate of Disposal of PCBs
02 85 00 - MOLD REMEDIATION
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.2.1 AIHA
1.2.2 AIHA EMLAP
1.2.3 AFU
1.2.4 Categories of Water
1.2.5 Certified Industrial Hygienist CIH
1.2.6 Complete Interior Building Demolition Complete Gut
1.2.7 Containment
1.2.7.1 Source Containment
1.2.7.2 Limited Containment
1.2.7.3 Full Containment
1.2.7.4 Unoccupied Building Containment
1.2.7.5 Cleaning Containment
1.2.8 Decontamination Unit Airlock
1.2.9 Dehumidifier
1.2.10 Detergent
1.2.11 Disinfectants or Biocide Sanitizing Solutions
1.2.12 EPA
1.2.13 Fungal Growth Structures
1.2.14 Fungicidal Agents, EPA
1.2.15 HEPA Filter
1.2.16 HVAC
1.2.17 Industrial Hygienist IH
1.2.18 Microbial Remediation Supervisor
1.2.19 Non-Porous Material
1.2.20 Occupied Spaces Areas
1.2.21 Personal Protective Equipment PPE
1.2.22 Poly
1.2.23 Porous Material
1.2.24 Pressure Differential Measuring Instrument
1.2.25 Semi-porous Material
1.2.26 Ventilation System Mold Remediator Qualifications VSMR
1.2.27 Work Area
1.3 REQUIREMENTS
1.3.1 Description of Work
1.3.2 Security Requirements
1.4 SUBMITTALS
1.4.1 Preconstruction Submittals
1.4.1.1 Preliminary Visual Assessment Report
1.4.1.2 Microbial Remediation Plan
1.4.1.3 Respiratory Protection Program
1.4.1.4 Worker Records
1.4.1.5 Certified Industrial Hygienist CIHIndustrial Hygienist IH
1.4.1.6 Microbial Remediation Supervisor Qualifications
1.4.2 Product Data
1.4.3 IH Daily Reports
1.4.4 Submittals at Completion of Remediation Work
1.5 RECORD KEEPING
1.5.1 Daily Project Log
PART 2 PRODUCTS
2.1 DISINFECTANTS, BIOCIDES, SANITIZING SOLUTIONS AND FUNGICIDAL AGENTS,
2.2 HAZARD COMMUNICATION
PART 3 EXECUTION
3.1 EQUIPMENT
3.1.1 Respirators
3.1.2 Protective Clothing
3.1.3 Warning Signs and Labels
3.1.4 Dehumidifiers
3.1.5 Air Filtration Units AFU
3.1.6 Vacuum Cleaners Equipped with HEPA Filters
3.2 GENERAL REQUIREMENTS
3.2.1 Pre-Microbial Remediation Work Conference
3.2.2 Containment Entry / Exit Procedure
3.3 REMOVAL PROCEDURES
3.3.1 Protection of Existing Work Areas
3.3.2 Remediation of Fungally Contaminated Building Materials
3.3.3 Remediation Procedures
3.3.3.1 Remediation of Non-Porous Materials
3.3.3.2 Semi-Porous Materials Unfinished Wood
3.3.3.3 Semi-Porous Materials
3.3.3.4 Porous Materials
3.4 DETAILED SEQUENCE OF WORK FOR MOLD REMOVAL UNDER CONTAINMENT
3.4.1 Preparation for Remediation Work
3.4.2 Demolition
3.4.3 Post-Demolition Inspection
3.4.4 Cleaning after Demolition, and Cleaning of Settled Spores from
3.5 DUCT AND HVAC SYSTEM CLEANING
3.5.1 Contractor Qualifications
3.5.2 Inspection
3.5.3 HVAC Microbial Remediation
3.6 FIRE PROTECTION
3.7 CONSTRUCTION BARRIERS
3.8 QUALITY ASSURANCE / QUALITY CONTROL REQUIREMENTS
3.8.1 Contractor Qualifications
3.8.2 Waste Management and Removal
3.8.3 Post-Remediation Inspection
3.8.3.1 Clearance
3.9 CLEAN-UP AND DISPOSAL
3.9.1 Disposal of Material
3.9.2 Material Packaging
3.9.3 Building Exit Waste Disposal
3.9.4 Hazardous Material

3.10 APPENDICES

DIVISION 03 - CONCRETE
03 01 00 - REHABILITATION OF CONCRETE
PART 1 GENERAL
1.1 SCOPE
1.2 DEFINITIONS
1.2.1 Bracing
1.2.2 Delamination
1.2.3 Rehabilitation
1.2.4 Repair
1.2.5 Shoring
1.2.6 Termination Joint
1.2.7 Unsound Concrete
1.3 REFERENCES
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.5.1 General Requirements
1.5.2 Quality Control Plan
1.5.3 Qualifications
1.5.3.1 Testing Agencies
1.5.3.2 Quality Control Personnel
1.5.3.3 Contractor Qualifications
1.5.3.4 Worker Qualifications
1.5.3.5 Regulatory Requirements
1.5.4 Pre-Construction Conference
1.5.5 Work Plan
1.6 ACCEPTANCE OF REHABILITATION WORK
1.6.1 General Requirements
1.6.2 Tolerances
1.6.3 Appearance

1.7 PROTECTION OF COMPLETED REHABILITATION WORK

PART 2 PRODUCTS
2.1 MATERIALS FOR SHORING AND BRACING
2.1.1 Shoring and Bracing Systems
2.1.2 Design Requirements
2.2 EQUIPMENT FOR CONCRETE PREPARATION
2.2.1 Equipment for Concrete Removal
2.2.1.1 Cutting Equipment
2.2.1.2 Concrete Breakers
2.2.2 Surface preparation and cleaning equipment
2.2.2.1 Abrasive Blasting
2.2.2.2 Low Pressure Water Cleaning
2.2.2.3 Other Cleaning Equipment
2.3 MATERIALS FOR FORMWORK AND EMBEDDED ITEMS
2.4 REINFORCEMENT AND REINFORCEMENT SUPPORTS
2.4.1 Steel Bars, Wires, and Fiber-reinforced Concrete
2.4.2 Fiber-Reinforced Polymers
2.5 CONVENTIONAL CONCRETE
2.6 POLYMERS
2.6.1 Epoxies
2.6.2 Latexes
2.6.3 Methacrylates
2.6.4 Other Polymers
2.6.5 Aggregate
2.7 MISCELLANEOUS MATERIALS AND EQUIPMENT
2.7.1 Packaged and proprietary materials
2.7.2 Bond Breakers
2.7.3 Concrete Accessories
2.7.4 Miscellaneous Equipment

2.8 MIXTURE PROPORTIONING

PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
3.1.1 Examination
3.1.2 Protection
3.1.3 Formwork and Shoring
3.1.3.1 Formwork
3.1.3.2 Shoring
3.1.4 Concrete preparation
3.1.5 Quality Control
3.1.5.1 Quality control of surface preparation
3.1.5.2 Quality control of repair overlays
3.1.6 Curing
3.1.7 Clean up
3.1.8 Safety
3.2 CRACK REPAIR
3.2.1 Preparation
3.2.1.1 General Requirements
3.2.1.2 Crack routing
3.2.1.3 Sealing
3.2.2 Application
3.2.2.1 Epoxy Injection
3.2.2.2 Gravity fill
3.2.3 Quality Control
3.2.4 Acceptance Criteria
3.2.4.1 Core Sampling
3.2.4.2 Core Testing
3.2.4.3 Acceptance
3.3 CORROSION AND SURFACE REPAIR
3.3.1 Preparation
3.3.1.1 Identification of Extent of Concrete Removal
3.3.1.2 Shoring and Formwork
3.3.1.3 Concrete Removal
3.3.1.4 Preparation of Concrete Substrate Surface
3.3.2 Application
3.3.2.1 Existing Reinforcement Preparation
3.3.2.2 Placement of New Reinforcement
3.3.2.3 Placement of Concrete
3.3.2.4 Placement of Other Repair Materials

3.3.3 Quality Control

3.4 OVERLAYS
3.4.1 Preparation
3.4.1.1 Bonded Overlays
3.4.1.2 Unbonded Overlays
3.4.2 Application
3.4.2.1 Portland Cement Concrete
3.4.2.2 Polymer-modified Portland Cement Concrete
3.4.2.3 Polymer Concrete/Mortar
3.4.2.4 Bonding Agents
3.4.3 Quality Control
3.4.4 Joints
3.5 CONCRETE STRENGTHENING
3.5.1 Preparation
3.5.2 Application
3.5.2.1 Section enlargement
3.5.2.2 Externally bonded systems
3.5.2.2.1 Steel Plates
3.5.2.2.2 Fiber-reinforced Polymer Laminates

3.5.3 Quality Control

03 30 53 - MISCELLANEOUS CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.1 SUMMARY
1.2 UNIT PRICES
1.2.1 Concrete Payment
1.2.2 Measurement
1.2.3 Unit of Measure
1.3 REFERENCES
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.5.1 Regulatory Requirements
1.5.2 Flatness and Levelness of Floor Slabs
PART 2 PRODUCTS
2.1 SYSTEM DESCRIPTION
2.1.1 Strength
2.1.2 Construction Tolerances
2.1.3 Concrete Mixture Proportions
2.2 MATERIALS
2.2.1 Cementitious Materials
2.2.1.1 Portland Cement
2.2.1.2 Blended Hydraulic Cement
2.2.1.3 Pozzolan
2.2.2 Aggregates
2.2.3 Admixtures
2.2.3.1 Air-Entraining Admixture
2.2.3.2 Water-Reducing or Retarding Admixture
2.2.4 Water
2.2.5 Reinforcing Steel
2.2.6 Joint Sealants - Field Molded Sealants
2.2.7 Formwork
2.2.8 Form Coatings
2.2.9 Curing Materials
2.3 READY-MIX CONCRETE
2.4 ACCESSORIES
2.4.1 Waterstops
2.4.1.1 PVC Waterstop
2.4.1.2 Rubber Waterstop
2.4.1.3 Thermoplastic Elastomeric Rubber Waterstop
2.4.1.4 Hydrophilic Waterstop
2.4.2 Chemical Floor Hardener
2.4.3 Curing Compound
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 Embedded Items
3.1.2 Formwork Installation
3.1.3 Production of Concrete
3.1.3.1 Ready-Mixed Concrete
3.1.3.2 Concrete Made by Volumetric Batching and Continuous Mixing
3.1.3.3 Batching and Mixing Equipment
3.2 CONVEYING AND PLACING CONCRETE
3.2.1 Cold-Weather Requirements
3.2.2 Hot-Weather Requirements
3.3 FINISHING
3.3.1 Temperature Requirement
3.3.2 Finishing Formed Surfaces
3.3.3 Finishing Unformed Surfaces
3.3.3.1 Flat Floor Finishes
3.3.3.2 Measurement of Floor Tolerances
3.4 CURING AND PROTECTION
3.5 FORM WORK
3.5.1 Removal of Forms
3.6 STEEL REINFORCING
3.6.1 Fabrication
3.6.2 Splicing
3.6.3 Supports
3.7 EMBEDDED ITEMS
3.8 CHEMICAL FLOOR HARDENER
3.9 TESTING AND INSPECTING
3.9.1 Field Testing Technicians
3.9.2 Preparations for Placing
3.9.3 Sampling and Testing
3.9.4 Action Required
3.9.4.1 Placing
3.9.4.2 Air Content
3.9.4.3 Slump
03 45 33 - PRECAST STRUCTURAL CONCRETE
PART 1 GENERAL
1.1 REFERENCES
1.2 MODIFICATION TO REFERENCE
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
1.4.1 Qualifications
1.4.1.1 Manufacturer Qualifications
1.4.1.2 Erector Certification
1.4.1.3 Welding Qualifications
1.4.2 Regulatory Requirements
1.4.3 Concrete Mix Design
1.4.4 Certificates: Record Requirement
1.5 DELIVERY, STORAGE, AND HANDLING
1.5.1 Transportation
1.5.1.1 Transporting Members
1.5.1.2 Lateral Deflection or Vibration
1.5.2 Storage
1.5.2.1 Storage Areas
1.5.2.2 Stacked Members

1.5.3 Handling of Members

PART 2 PRODUCTS
2.1 SYSTEM DESCRIPTION
2.1.1 Design Requirements
2.1.1.1 Loads
2.1.1.2 Drawing and Design Calculation Information

2.1.2 Performance Requirements

2.2 MATERIALS
2.2.1 Material Sustainability Criteria
2.2.2 Cementitious Materials
2.2.2.1 Fly Ash
2.2.2.2 Raw or Calcined Natural Pozzolan
2.2.2.3 Ultra Fine Fly Ash and Ultra Fine Pozzolan
2.2.2.4 Ground Granulated Blast-Furnace Slag
2.2.2.5 Portland Cement
2.2.2.6 Blended Cements
2.2.3 Water
2.2.4 Aggregates
2.2.5 Grout
2.2.5.1 Nonshrink Grout
2.2.5.2 Cementitious Grout
2.2.6 Admixtures
2.2.6.1 Air-Entraining
2.2.6.2 Accelerating
2.2.6.3 Water Reducing
2.2.7 Reinforcement
2.2.7.1 Reinforcing Bars
2.2.7.2 Wire
2.2.7.3 Welded Wire Reinforcement
2.2.7.4 Supports for Concrete Reinforcement
2.2.8 Metal Accessories
2.2.8.1 Inserts
2.2.8.2 Structural Steel
2.2.8.3 Bolts
2.2.8.4 Nuts
2.2.8.5 Washers
2.2.9 Bearing Pads
2.2.9.1 Elastomeric
2.2.9.2 Hardboard Interior Only
2.2.9.3 Random-Oriented, Fiber-Reinforced Elastomeric Pads
2.2.9.4 Cotton-Duck-Fabric-Reinforced Elastomeric Pads
2.2.9.5 Frictionless Pads
2.2.9.6 High-Density Plastic
2.3 PRODUCTION QUALITY CONTROL PROCEDURES
2.3.1 Forms
2.3.2 Tolerances
2.3.3 Reinforcement Placement
2.3.4 Built-In Anchorage Devices
2.3.5 Lifting Devices
2.3.6 Blockouts
2.3.7 Identification Markings
2.3.8 Concrete
2.3.8.1 Concrete Mixing
2.3.8.2 Concrete Placing
2.3.8.3 Concrete Curing
2.3.9 Surface Finish
2.3.9.1 Unformed Surfaces
2.3.9.2 Formed Surfaces
2.3.9.3 Architectural Finish
2.3.10 Acceptance/Rejection of Defects
2.3.10.1 Minor Defects
2.3.10.2 Major Defects
2.4 TESTS, INSPECTIONS, AND VERIFICATIONS
2.4.1 Chloride Ion Concentration Test
2.4.2 Chloride Ion Penetration Test
2.4.3 Factory Inspection
PART 3 EXECUTION
3.1 EXAMINATION
3.2 ERECTION
3.3 BEARING SURFACES
3.4 ANCHORAGE
3.5 WELDING
3.6 OPENINGS
3.7 GALVANIZING REPAIR
3.8 GROUTING
3.9 SEALANTS
3.10 PROTECTION AND CLEANING
DIVISION 04 - MASONRY
04 03 00 - CONSERVATION TREATMENT FOR PERIOD MASONRY
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.2.1 Aggregates
1.2.2 Biocides
1.2.3 Binder
1.2.4 Dispersed Lime Crack Injection
1.2.5 Consolidant
1.2.6 Dutchman
1.2.7 Harvested
1.2.8 In situ
1.2.9 Joint Sealant
1.2.10 Lead Flashing
1.2.11 Lime Wash
1.2.12 Mockup
1.2.13 Mortar
1.2.14 New Elements
1.2.15 Patch
1.2.16 Remediate
1.2.17 Remove
1.2.18 Replace
1.2.19 Repoint
1.2.20 Retool
1.2.21 Stucco
1.2.22 Surface Treatment
1.2.23 Test Panel
1.2.24 Tuckpointing
1.2.25 Water Repellent
1.2.26 Wall System
1.2.27 Masonry Treatment Requirement MTR
1.2.28 Saturated Surface Dry SSD
1.3 ADMINISTRATIVE REQUIREMENTS
1.3.1 Pre-Installation Meeting
1.4 SUBMITTALS
1.5 QUALITY CONTROL
1.5.1 Quality Control Plan
1.5.2 Qualifications
1.5.2.1 Historic Masonry Consultant
1.5.2.2 Masonry Firm
1.5.2.3 Field Supervisor
1.5.2.4 Masonry Applicator
1.5.3 Project Training Definition and Use
1.5.4 Mortar Analyst
1.5.5 Documentation
1.5.6 Cleaning and Restoration Methods
1.5.6.1 General Procedure
1.5.6.2 Cleaning Products and Procedures
1.5.6.2.1 General Cleaning Requirements
1.5.6.2.2 Cleaning Mock-Ups
1.5.7 Masonry Restoration Products and Procedures
1.5.7.1 Restoration Mock-Ups
1.5.7.1.1 Repointing
1.5.7.1.2 Retooling Stone Masonry In Situ
1.5.7.1.3 Masonry Removal and Replacement
1.5.7.1.4 Repair Material
1.5.7.1.4.1 Patching
1.5.7.1.4.2 Dutchman
1.5.7.1.5 Crack Repair
1.5.7.1.6 Surface Treatments
1.5.7.1.7 New Masonry Elements
1.6 DELIVERY, STORAGE, AND HANDLING
1.7 PROJECT/SITE CONDITIONS
1.7.1 Environmental Requirements
1.7.2 Masonry Installation Requirements
1.8 WARRANTY
1.8.1 Cleaning Warranty
1.8.2 Repair Warranty
PART 2 PRODUCTS
2.1 CLEANING MATERIALS
2.1.1 General Requirements
2.1.2 Paint Removers
2.1.3 Chemical Cleaners
2.1.4 Biocides
2.1.5 Liquid Strippable Masking Agent
2.1.6 Cleaning Implements
2.1.7 Water
2.2 REPAIR MATERIALS
2.2.1 General
2.2.2 Mortar and Stucco
2.2.2.1 Testing and Matching
2.2.2.2 Replacement Mortar and Stucco
2.2.2.3 Binder Content
2.2.2.4 Repointing Mortar
2.2.2.5 Admixtures
2.2.3 Crack Injection
2.2.4 Replacement Masonry Materials
2.2.4.1 Clay Brick
2.2.4.2 Stone
2.2.4.3 Terra Cotta
2.2.4.4 Architectural Precast Stone
2.2.5 Surface Treatments
2.2.5.1 General
2.2.5.2 Consolidants
2.2.5.3 Water Repellents
2.2.6 Miscellaneous Materials
2.2.6.1 Cementitious Grout
2.2.6.2 Metal Attachments
2.2.6.3 Lead Flashing
2.3 EQUIPMENT
2.3.1 Cleaning Equipment
2.3.1.1 Sandblasting
2.3.1.2 Water Blasting
2.3.1.3 Alternative Blasting Equipment
2.3.2 Spray Equipment
2.3.3 Drilling Equipment
2.3.4 Compressed Air Supplies
2.3.5 Material Handling and Associated Equipment
2.3.5.1 Mixing, Transporting, and Placing Job Materials
2.3.5.2 Associated Equipment
2.4 Mortar Mix
2.4.1 General
2.4.2 Batching
2.4.3 Cement and Lime Proportions
2.4.4 Sand Proportions
PART 3 EXECUTION
3.1 EXAMINATION
3.1.1 Field In Situ Mortar Examination
3.1.2 Taking and Preparation of Samples
3.2 PREPARATION
3.2.1 Protection
3.2.2 Surface Preparation
3.2.3 Equipment and Techniques Demonstration
3.3 MASONRY CLEANING
3.3.1 General
3.3.2 Chemical Cleaners
3.3.3 Paint Removal
3.3.4 Water Cleaning
3.3.4.1 Pressure Spraying
3.3.4.2 Hand Scrubbing
3.3.4.3 Rinsing
3.3.5 Chemical Cleaning
3.3.5.1 General
3.3.5.2 Surface Prewetting
3.3.5.3 Acidic Chemical Cleaning
3.3.5.4 Alkaline Chemical Cleaning
3.3.5.4.1 Prewash Phase
3.3.5.4.2 Afterwash Phase

3.3.5.5 Rinsing and pH Testing

3.4 MASONRY REPAIR
3.4.1 General
3.4.2 Repointing Masonry
3.4.2.1 Wall Preparation
3.4.2.2 Presoaking Masonry / Mortar Consistency / Lifts
3.4.2.3 Compression / Joint Finish / Curing
3.4.2.4 Protection
3.4.3 Retooling Stone Masonry In situ
3.4.4 Masonry Removal and Replacement
3.4.5 Material Repair
3.4.5.1 Selective Demolition
3.4.5.2 Application of Substitute Repair Materials
3.4.5.3 Patch Anchors
3.4.5.4 Cleanup
3.4.6 Dutchman Repairs
3.4.7 Crack Injection with Dispersed Hydrated Lime DHL
3.4.7.1 General
3.4.7.2 Application of DHL
3.4.7.3 Tools and Equipment
3.4.8 Surface Treatments
3.4.8.1 Stucco
3.4.8.2 Limewashes
3.4.8.3 Water Repellents Infiltration
3.4.8.4 Stone Consolidants
3.5 INSTALLATION OF NEW ELEMENTS
3.5.1 Structural Upgrades
3.5.2 Joint Sealant and Lead Flashing
3.6 FINAL CLEANING
3.7 PROTECTION OF WORK
3.8 DEFECTIVE WORK
3.9 FINAL INSPECTION
04 20 00 - UNIT MASONRY
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 DELIVERY, STORAGE, AND HANDLING
1.3.1 Masonry Units
1.3.2 Reinforcement, Anchors, and Ties
1.3.3 Cementitious Materials, Sand and Aggregates
1.4 PROJECT/SITE CONDITIONS
1.4.1 Hot Weather Procedures
1.4.2 Cold Weather Procedures
PART 2 PRODUCTS
2.1 SYSTEM DESCRIPTION
2.1.1 Design - Specified Compressive Strength of Masonry
2.1.2 Performance - Verify Masonry Compressive Strength
2.2 MANUFACTURED UNITS
2.2.1 General Requirements
2.2.2 Clay or Shale Brick
2.2.2.1 General
2.2.2.1.1 Sample Submittal
2.2.2.1.2 Uniformity
2.2.2.1.3 Efflorescence Test

2.2.2.2 Solid Clay or Shale Brick

2.3 EQUIPMENT
2.3.1 Vibrators
2.3.2 Grout Pumps
2.4 MATERIALS
2.4.1 Mortar Materials
2.4.1.1 Cementitious Materials
2.4.1.2 Hydrated Lime and Alternates
2.4.1.3 Admixtures for Masonry Mortar
2.4.1.4 Aggregate and Water
2.4.2 Grout and Ready-Mix Grout Materials
2.4.2.1 Cementitious Materials for Grout
2.4.2.2 Admixtures for Grout
2.4.2.3 Aggregate and Water
2.5 MORTAR AND GROUT MIXES
2.5.1 Mortar Mix
2.5.2 Grout and Ready Mix Grout Mix
2.6 ACCESSORIES
2.6.1 Grout Barriers
2.6.2 Anchors, Ties, and Bar Positioners
2.6.2.1 General
2.6.2.2 Wire Mesh Anchors
2.6.2.3 Wall Ties for Multi-Wythe Masonry Construction
2.6.2.4 Dovetail Anchors
2.6.2.5 Adjustable Anchors
2.6.2.5.1 Anchorage to Structural Steel
2.6.2.5.2 Anchorage of Veneer to Light Gauge Steel or Concrete Backing
2.6.2.6 Veneer Anchor Screws
2.6.2.7 Bar Positioners
2.6.3 Joint Reinforcement
2.6.4 Reinforcing Steel Bars
2.6.5 Concrete Masonry Control Joint Keys
2.6.6 Through Wall Flashing and Weeps
2.6.6.1 General
2.6.6.2 Coated-Copper Flashing
2.6.6.3 Copper or Stainless Steel Flashing
2.6.6.4 Reinforced Membrane Flashing

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