Atch 4 - Design Analysis _MUHJ 25-4026 Repair Building Envelope Facility 703.pdf

DESIGN ANALYSIS

REPAIR BUILDING ENVELOPE,

ACC/DSF, FACILITY 703

MUHJ 25-4026

LANGLEY AIR FORCE BASE, VA

100% SUBMISSION

JUNE 19, 2025

DJG #2250280-A

DESIGN LIKE YOU MEAN IT!

449 McLAWS CIRCLE ● WILLIAMSBURG, VA ● 23185 ● 757-253-0673

1620 HILLSBOROUGH STREET, SUITE 100 ● RALEIGH, NC ● 27605 ● 984-288-1300

Design Analysis

JBLE – Langley Facility 703

MUHJ 25-4026

TABLE OF CONTENTS

Tab A Basis of Design

Tab B Submittal Register

Tab C Warranty Schedule

Tab D Construction Schedule

Tab E Hazardous Report

DJG# 2250280A Page 1 of 12 June 19, 2025

BASIS OF DESIGN

JBLE – Langley Facility 703 Repair Building Envelope

Project MUHJ 25-4026

Executive Summary

General Description

Facility 703 is an existing administrative office building situated between Dodd

Boulevard, Ward Road, and Andrews Street in the historic area of Joint Base Langley-

Eustis in Hampton, Virginia. The gross area of the building’s footprint is approximately

13,650 square feet. The total square footage of the building is 54,600 and includes a basement and three floors. The building houses administrative offices and support spaces on the first, second, and third floors. The building’s basement is currently unoccupied and unfinished. During the life of the facility an elevator addition has been constructed near the center of the original building to comply with accessibility requirements.

The scope of work for this project is to include exterior improvements to the building.

Work includes selective roof repair, replacement of all downspouts and gutters, exterior masonry repairs to include pointing and pre-cast concrete panel repairs. Windows at the basement level will be replaced. Exterior site work includes selective demolition of the existing landscaping, creating a new muster pad adjacent the main entrance walks, new basement subgrade waterproofing with perimeter foundation drainage, storm drainage to capture the new downspouts, and a new fire service waterline to serve the facility. New ancillary concrete stoops and landings shall be constructed at the new egress points from the renovated facility.

Site Work

Existing Conditions

Topography/Stormwater

Survey of the site indicates that the finished floor elevation of the first floor is +/- 9.00’.

The surrounding site is at approximately elevation 4.5’ – 5.5’ and is very flat. Stormwater flows via sheet flow to catch basins and curb drop inlets in parking lots to the northeast and southwest of the facility.

Indicative of many buildings on LAFB, ground water is seeping into the basement of

Facility 703, and areas adjacent to the facility remain wet for extended periods of time.

The basement of the facility currently contains two sump pumps that discharge into the base sanitary sewer system. There are several sump pumps in prefabricated sump vaults with concrete collars located around the perimeter of 703. The basement has two floor

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Project MUHJ 25-4026 elevations, with ceiling from 8’-3” in height to 14’ in height. Accounting for the first-floor slab, the lowest basement elevation is estimated to be at approximately elevation

-6.00’ and the higher elevation is 0.50’.

There are aluminum downspouts on the building that discharge to grade onto splash blocks.

Vegetation

There are sporadic foundation plantings and screen plantings in front of mechanical equipment adjacent to the building that do not comply with Antiterrorism and Force

Protection Unified Facilities Criteria, section 3-2.1.1, Unobstructed Space. This section states that an unobstructed space of 33 feet surrounding the buildings shall be provided. This area shall not contain any obstructions, vegetation, or structures that could potentially conceal an explosive ordinance eight inches in height.

Utilities

An existing water main is located approximately 50’ from the northwest side of Facility

703, running parallel with the building. The building is currently not sprinkled. Domestic water enters the building at the south corner.

Gravity sanitary sewer surrounds the northwest, north, and southeast sides of the building. The building’s sanitary sewer leaves the facility at the northwest corner and outfalls into a sanitary manhole located northwest of the building.

A natural gas line with a gas meter enters the building on the east side.

Pavement

There are asphalt parking lots 20’ to the northeast of Facility 703 and 100’ southwest of the facility. A small asphalt parking lot and concrete mechanical equipment pad surround Facility 700 located approximately 60’ west of Facility 703.

Concrete sidewalks connect primary entrances on the northeast and southwest sides of the building to the parking lots. There is a concrete sidewalk parallel to the building and parking lot on the northeast side, and parallel to the building on the northwest side, connecting to the concrete sidewalk leading to the main southwest entrance.

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Project MUHJ 25-4026

Design Solution

General

Site work for this project shall include waterproofing the foundation, providing an underdrain system adjacent to the basement wall, and providing storm drain piping to convey stormwater from new downspouts and the new underdrain system to the existing storm drain system.

Erosion and Sediment Control

Erosion and sediment control will be required to be provided in accordance with

Virginia DEQ code requirements, Minimum Standards 1-19, and the Virginia Erosion and

Sediment Control Handbook.

Silt fence will be required downstream of all earth disturbance. A construction entrance or wash rack will be required to prevent tracking of sediment and soil off site. A concrete washout shall be required on site. Temporary seeding will be required if graded areas are left undisturbed for 14 days.

Constant dewatering of excavations for new building foundation underdrains and utility trenching is anticipated due to the high groundwater table in the area. All dewatering shall pass through a sediment filter prior to discharging off site.

Stormwater

Turf areas adjacent to the foundation will be graded to increase slope away from the building.

New 6” PVC roof drain piping shall be connected to downspout boots and discharge into the existing storm drain system. Area drains shall be provided at low points adjacent to the building to relieve ponding stormwater. Cleanouts in traffic rated boxes will be provided at the upstream ends of long storm pipe runs.

New perforated underdrain piping in a stone reservoir shall be provided adjacent to the building foundation. Most of this underdrain system will discharge into a prefabricated vault that will house a duplex sump pump to discharge stormwater at a new inlet via a force main. A portion of this underdrain system at the lower basement elevation shall discharge into the interior sump pump assembly at the northeast corner of the building where it will eventually be pumped into the storm sewer system. Backwater valves will be provided on outfall piping to the existing storm system.

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Project MUHJ 25-4026

Vegetation

Trees and shrubs that are located within 33’ of the building and do not comply with

“Antiterrorism and Force Protection Unified Facilities Criteria, section 3-2.1.1, Unobstructed Space” shall be removed. The existing foundation plantings will be removed to accommodate the new work.

New foundation plantings and mechanical equipment screening plants that permit visibility beneath them shall be provided in hardwood mulch beds.

Pavement

Existing concrete sidewalks will be removed and replaced to provide the new storm drain system and grade to ensure positive drainage away from the building.

The existing brick paving rear of the building shall be removed and reinstalled to provide sanitary sewer and storm sewer utility lines and connections.

The existing exterior metal stairs in the courtyard area shall be removed and replaced with concrete stairs. Concrete pavement shall be removed and to install the concrete stairs.

Utilities

Sleeves shall be installed at the basement wall for both the new domestic water and fire water line installation under the future renovation project.

A gravity sanitary sewer lateral shall be installed through the building courtyard and wye into an existing sanitary sewer piping. Cleanouts shall be provided at all changes in pipe direction.

Architectural

Existing Conditions

The existing Facility 703 is constructed of cast-in-place structural concrete system including columns, beams, and floor slabs with exterior masonry mass walls and a steep-sloped, wood-framed roof. An elevator addition is constructed of CMU and is located between the two sets of covered exterior steel stairs on the north face of the building.

The exterior steel stairs are constructed of steel stringers with concrete-filled steel pan stair treads and show significant corrosion and deterioration. Steel guardrails and handrails are present along each stair tower. A steel guardrail with square pickets lines the perimeter of the outdoor covered areas on each floor.

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Interior

The building’s basement is currently unoccupied and unfinished. Periodic flooding has created significant moisture problems in the basement. Standing water is present in limited areas and signs of previous flood events are visible throughout. Existing steel surfaces, including door frames and ceiling-mounted pipe supports, are severely rusted.

Existing paint is peeling on all surfaces.

New Work

Exterior

The sloping terracotta roof over the main building of Facility 703 shall remain and be repaired only where necessary. The prefinished metal gutters and downspouts located along the building’s eaves shall be replaced with copper gutters and downspouts.

Exterior brick and cast stone repointing will occur on all existing facades. New brick mortar color to be specified and sympathetic to the original and existing facades to meet SHPO guidelines.

Windows

The existing windows at the basement will be completely removed and replaced with new fixed aluminum windows to meet the current AT/FP requirements and to provide better insulation and acoustical performance. The basement windows will not have window treatments.

Hazardous Materials

Bulk samples of suspect ACM and existing paints were collected from visibly accessible materials expected to be disturbed by the renovation/demolition work. Destructive activities such as breaking into wall cavities or entering confined spaces were not performed.

In September 2020 and May 2023, GER collected 75 bulk samples of suspect ACM from

FAC. 703. Materials which were sampled included CMU block filler, drywall/joint compound, plaster, floor tile/mastic, sheet flooring, base cove/mastic, suspended acoustical ceiling tiles, mastics, sealants, and roofing materials.

Based on laboratory results and field observations, the following materials were reported to contain asbestos or assumed:

Waterproofing behind exterior brick (assumed ACM)

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Abatement Considerations: All friable and non-friable asbestos-containing materials to be disturbed must be removed by a Virginia licensed asbestos abatement contractor prior to renovation.

Lead, Cadmium, and Chromium

In September 2020, GER collected 5 paint chip samples from existing painted surfaces.

The purpose of the sampling was to obtain representative data on the concentrations of lead, cadmium, and chromium in the existing painted surfaces scheduled to be disturbed by the renovation/demolition. Laboratory results show samples collected and analyzed were found to have lead, cadmium, and chromium concentrations above the laboratory's minimum detection limit. The painted ships ladder leading to the attic was identified as LBP.

Abatement Considerations: As the results indicate, all samples were determined to contain lead, cadmium, and chromium concentrations. Therefore, all painted surfaces must be considered lead, cadmium, and chromium-containing. Appropriate precautions should be taken during the disturbance of all painted surfaces to ensure the protection of workers and the environment as established by OSHA for lead.

Waste Stream Classification

EPA Resource Conservation and Recovery Act (RCRA) regulations define the TCLP limits for leachable metals. Laboratory results with metal concentrations above the TCLP limit classify the generated waste as hazardous. Waste that equals or exceeds the RCRA limit must be transported to a hazardous waste treatment, storage, or disposal facility.

Laboratory results indicate that the TCLP concentrations of lead are below the RCRA

TCLP limits; therefore, we anticipate that all generated waste will be nonhazardous.

Structural

Facility 703 is a historic building constructed circa 1932 as a barracks. This facility is currently utilized as an office/administrative building. The existing three-story structure consists of concrete and masonry foundation walls enclosing an existing basement, masonry exterior walls, concrete two-way elevated floor slabs, concrete exterior balconies, and a wood framed roof. The purpose of the project is to renovate and repair the existing facility to create state-of-the-art office space.

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Project MUHJ 25-4026

Repairs to Existing Exterior Walls

As part of the renovation project, the repairs will be specified to the exterior brick veneer, windows, flashings, and other exterior elements in need of repairs. Structural repairs will be specified as needed to facilitate the architectural remedial repairs.

Fire Protection Systems

Automatic Fire Sprinkler System

The existing building is not protected by a fire sprinkler system. A new sprinkler system is planned to be provided throughout the building under a separate project.

Fire Protection Water Supply

Currently, the building has no fire protection water supply. Refer to the Site Work

(Utilities) section of this report regarding the new water line that will be provided to support the future building fire sprinkler system.

The fire protection water supply, including fire hydrants, serving the buildings is required to comply with UFC 3-600-01 Chapter 9-3.

Water supply test information was supplied by Bowman Fire & Life Safety, Inc.

Location: Ward Rd & Sweeney Blvd

Date: 06/18/2024

Static: 64 pounds per square inch

Residual: 59 pounds per square inch

Flow: 1,130 gallons per minute

In accordance with NFPA 1 Table 18.4.5.2.1, the required fire flow for a 55,000-square foot Type III (200) building is 5,000 gallons per minute for 4 hours. A 75% reduction is allowed by the exception under NFPA 1 Section 18.4.5.3.2 for a building protected throughout by an approved automatic sprinkler system. If the building is protected throughout with a sprinkler system, the minimum resulting fire flow of 1,250 gallons per minute for 1 hour is required. A flow test conducted at the site indicates an available supply of 3,657 gallons per minute at 20 pounds per square inch.

Plumbing and Mechanical

The plumbing and mechanical work for Phase A primarily consists of waterproofing the sub-grade exterior walls and installing a foundation drain system. There are currently several existing piping and conduit penetrations in the basement walls that are

DJG# 2250280A Page 8 of 12 June 19, 2025 contributing to the water leaks into the basement.

Additionally, the basement contains several water mitigation systems such as sump pumps and dehumidifiers which must remain operational during any repairs. Several of these pumps and dehumidifiers discharge immediately outside of the exterior walls above grade onto concrete splash blocks.

On the eastern side of the facility lies the point of entry for the facility natural gas and geothermal systems as well as the point of exit for the boiler flue. Additionally, there are seven split-system heat pumps located on a steel platform approximately 5ft from the exterior wall and have linesets that enter the building through the basement. While most of the services exit the basement above grade, the sanitary main, geothermal piping, and natural gas piping are underground.

Exterior to the building, there is also a buried PVC irrigation system that encroaches on the space needed to install a foundation drain system.

In order to provide a new foundation drain system and waterproof the foundation, a trench will need to be dug around the perimeter of the building. There are currently several systems and piping that will need to be relocated temporarily in order to perform this that include:

• Natural gas main and gas meter

• Seven heat pumps and their associated linesets, controls and power circuits

• Domestic water service entrance (valve box)

• Several Irrigation valve boxes and associated piping

Other systems, such as the sanitary and geothermal systems, will need to be worked around as relocation is not feasible.

New piping sleeves will be installed through the basement’s exterior wall for existing systems and future renovation work anticipated in Phase B. The basement wall will be penetrated for new pipe sleeves at elevations appropriate to support future utility service. For existing piping, a split-field-welded steel pipe sleeve system will be utilized along with EDPM/stainless steel link-seal systems. New/future piping sleeves will be constructed of High-Density Polyethylene (HDPE) and extend 12” on both sides of the basement wall and be capped/sealed watertight. New/future piping sleeve will need to be large enough to accommodate the anticipated piping and a system appropriate link-seal system. All penetrations located lower than 4’-0” above grade will

DJG# 2250280A Page 9 of 12 June 19, 2025 need to be sealed with a sleeve and link-seal to help mitigate damage from flooding.

A new foundation drain system and duplex grinder pump will be installed to relocate water away from the foundation. The foundation drain will drain into the basin of the pumping system with a direct pipe connection. Additionally, the north-eastern most sump pump located in the basement will need its concrete basin piped directly through the foundation into the foundation drain (with a backwater valve). This will involve saw cutting the basement slab in order to reach the appropriate depth.

Electrical

All the existing electrical and telecommunications infrastructure will remain during this project unless otherwise noted. The existing electrical system currently serving the building is a 1200A, 480Y/277V, 3phase, 4-wire electrical service. This electrical is to remain as present with minor alterations to service the new loads as identified in the construction documents.

This project has minor telecommunications scope, which is identified below and on the construction drawings.

All interior panelboards, distribution equipment, lighting, wiring devices, conduit, and conductors will remain as at present unless otherwise noted. The interior power system shall meet the recommendations and criteria set forth in the following codes and standards:

Life Safety Code (NFPA 101)

National Electrical Code (NEC)

UFC 3-501-01 “Electrical Engineering”

UFC 3-520-01 “Interior Electrical Systems”

All wiring shall be individually insulated conductors installed in conduit unless otherwise noted. All conduit routed outdoors above grade shall be galvanized rigid steel conduit;

conduit routed outdoors below grade will be schedule 40 PVC. Conduit routed within the building will be electrical metallic tubing, IMC, or RMC. Fused disconnect switches will be heavy-duty type and utilize Class R fuses. The electrical design will be in

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Project MUHJ 25-4026 accordance with the latest UFC criteria and the 2023 National Electrical Code (NEC) requirements and other specific criteria as required.

Panelboards

Existing panelboards will be reused to serve new loads as indicated on the construction drawings. New circuit breakers will be provided in existing panelboards as required to serve the new loads.

Light Fixtures

This project does not have any lighting scope:

The existing lighting fixtures and controls shall remain as at present.

Convenience Receptacles, Switches, & Other Devices

Outlets will be located 36” above the finished floor, unless otherwise noted. Device cover plates shall be single or multiple gang and shall have suitable cutouts to fit the devices being covered. For surface mounted devices provide steel surface box covers.

Receptacles shall be specification grade, duplex, grounding, three-wire type rated 20 amperes at 125 volts

Boxes exterior to the building will be while in-use type plated cast alloy, heavy duty, weatherproof, dustproof, with gasket, plated iron alloy cover. Receptacles on the outside of the building shall be weather resistant and GFCI type.

Motor Controllers and Disconnect Switches

Disconnecting means shall be provided for all motor loads within line of sight per the

NEC. Disconnect switches shall be heavy duty type with the appropriate voltage and

HP ratings. Where fused disconnect switches are provided the fuses shall be class RK1 or

RK5 type fuses. Fuse sizes shall be in accordance with the load nameplate data.

Disconnect switches located indoors shall be provided with a NEMA 1 enclosure.

Disconnect switches located outdoors shall be provided with a NEMA 3R enclosure.

Wiring

Copper shall be used for all feeders. Conductors shall be solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger.

Feeder conductors will be sized to limit voltage drops to 2 percent. Branch circuit conductors will be sized to limit voltage drop to 3 percent from each branch circuit panelboard to the center of its load. Combination of feeders and branch circuit

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Project MUHJ 25-4026 conductors will be sized to limit total voltage drop to 5 percent. Voltage drop will be calculated based on connected load.

All circuits required by NEC to be grounded shall be provided with green wire ground.

Electrical services, circuits and systems, enclosures and equipment shall be grounded in accordance with Article 250 of the National Electrical Code.

Conduit, Raceways, & Support Structures

Electrical metallic tubing (EMT) or rigid galvanized steel conduit shall be used for wiring, unless otherwise noted. Flexible conduits will be allowed for connection of equipment subject to vibration, noise transmission or movements and all motors, recessed and semi-recessed light fixtures. Maximum length of flexible conduit shall not exceed 6 feet in accordance with NEC limitations. Flexible conduits shall not be used where subject to mechanical damage. Ground conductor shall be carried through all conduits. Flexible liquid tight metallic conduit will be utilized in interior wet locations and all exterior locations requiring flexible connections. MC cable may be utilized for flexible connections indoors limited to 6 feet in length or fished down existing walls. Schedule 40

PVC conduit will be used for outdoor underground runs.

Rigid metal conduit (RMC) will be electro-galvanized or hot-dipped galvanized and will conform to UL 6. Fittings for rigid steel conduit will be threaded type. Minimum size EMT and RMC will be 1/2”.

Communications

Access Control and Intrusion Detection Systems

This project does not have any access control system scope of work. The existing access control system will remain as at present.

The project does not have any intrusion detection system scope of work. The existing

Intrusion Detection System (IDS) will remain as at present.

Telecommunications System

General

The existing telecommunications system will remain as at present. This project will require a high-water-level alarm signal to be transmitted utilizing an ethernet connection.

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Video Teleconference:

This project does not have any video teleconferencing scope of work, and the existing system will remain as at present.

Cable Television System (CATV)

This project does not have any CATV scope or work, and the existing system will remain as at present.

Grounding and Surge Protection

The Building’s existing grounding electrode system and bonding is to remain as at present.

Existing surge protection will remain as at present.

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 24 PAGES

MUHJ 25-4026 Repair Building Envelope, ACC/DSF, F.703

01 20 00 SD-01 Preconstruction Submittals

1.3Schedule of Prices

01 30 00 SD-01 Preconstruction Submittals

1.4View Location Map

1.5Progress and Completion

Pictures

SD-04 Samples

1.3Color Boards

01 32 17.00 20 SD-01 Preconstruction Submittals

Construction Baseline NAS

1.8Designated Project Scheduler

SD-07 Certificates

1.3Weekly Look Ahead Schedule

1.4.1Monthly Network Analysis

Updates

SD-11 Closeout Submittals

1.4.2As-Built Schedule

01 33 00 SD-01 Preconstruction Submittals

1.7Submittal Register

01 33 29 SD-01 Preconstruction Submittals

Preliminary High Performance and Sustainable Building Checklist

1.4.1Sustainability Action Plan

SD-11 Closeout Submittals

Final High Performance and

Sustainable Building Checklist

SUBMITTAL REGISTER

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01 33 29 Final Sustainability eNotebook

01 35 26 SD-01 Preconstruction Submittals

1.9Accident Prevention Plan (APP)

Final IAQ Management Plan

1.16Indoor Air Quality (IAQ)

Management Plan

SD-06 Test Reports

Accident Reports

1.13.2LHE Inspection Reports

1.5Monthly Exposure Reports

SD-07 Certificates

1.8.6Crane Operators/Riggers

1.10Activity Hazard Analysis (AHA)

1.13.3Certificate of Compliance

1.6Contractor Safety Self-Evaluation

Checklist

1.14Hot Work Permit

License Certificates

1.13.3Standard Lift Plan

01 45 00 SD-01 Preconstruction Submittals

1.5.2Contractor Quality Control (CQC)

Plan

SD-06 Test Reports

1.12.3Verification Statement

SD-07 Certificates

1.6.4.1Certificate Of Readiness

SUBMITTAL REGISTER

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01 50 00 SD-01 Preconstruction Submittals

1.3Construction Site Plan

3.3.1Traffic Control Plan

2.2.1Haul Road Plan

1.5.1.4Contractor Computer

Cybersecurity Compliance

Statements

1.5.6Contractor Temporary Network

Cybersecurity Compliance

Statements

01 78 00 SD-03 Product Data

1.6.1Warranty Management Plan

1.6.5Warranty Tags

3.6Final Cleaning

1.4Spare Parts Data

SD-08 Manufacturer’s Instructions

1.6.1Instructions

SD-10 Operation and Maintenance

Data

3.5Operation and Maintenance

Manuals

SD-11 Closeout Submittals

3.1As-Built Drawings

3.4As-Built Record of Equipment and Materials

SUBMITTAL REGISTER

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01 78 00 1.6.1Warranted Equipment and

Materials

3.2Final Approved Shop Drawings

3.3Construction Contract

Specifications

Certification of EPA Designated

Items

Certification Of USDA Designated

Items

3.7.1Interim DD FORM 1354

3.7.2List Of Installed Building

Equipment Items For DD Form

01 78 23 SD-10 Operation and Maintenance

Data

1.4Facility Data Workbook

3.1.1Training Plan

3.1.3Training Outline

3.1.2Training Content

3.2.1Operation And Maintenance

Manual, Progress Submittal

3.2.2Operation And Maintenance

Manual, Prefinal Submittal

3.2.3Operation And Maintenance

Manual, Final Submittal

SD-11 Closeout Submittals

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01 78 23 3.1.4Training Video Recording

3.1.6Validation of Training Completion

3.1.1Training Plan

1.6.6.7As-Built Drawings And Utility

Systems

01 78 24.00 10 SD-01 Preconstruction Submittals

1.5.1Facility Data Project Execution

Plan

SD-10 Operation and Maintenance

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3.1Facility Data Workbook, Construction Progress

3.1Facility Document Set, Construction Progress

SD-11 Closeout Submittals

Facility Data Workbook, Construction Final

1.5.3Facility Document Set, Construction Final

3.2Facility Document Set, Construction Final

01 91 00.15 SD-05 Design Data

Design Phase Commissioning

Plan

SD-06 Test Reports

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01 91 00.15 3.5Completed Construction

Observation Checklists

3.4Interim Construction Phase

Commissioning Plan

3.4Final Construction Phase

Commissioning Plan

3.10Initial Commissioning Report

1.14Issues Log

SD-07 Certificates

1.10Commissioning Firm

SD-10 Operation and Maintenance

Data

3.9Maintenance and Service Life

Plan

3.8Systems Manual

SD-11 Closeout Submittals

3.10Final Commissioning Report

3.10Final Commissioning Report

3.11Updated Final Commissioning

Report

3.10 SFinal Commissioning Report

(eNotebook)

02 41 00 SD-01 Preconstruction Submittals

1.2.2Deconstruction Plan

1.9Existing Conditions

SD-07 Certificates

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02 41 00 1.6Notification

02 82 00 SD-03 Product Data

1.2.2Amended Water

1.3.10Safety Data Sheets (SDS) for All

Materials

2.1Encapsulants

3.1.2.1Respirators

3.1.7Local Exhaust Equipment

3.1.7Pressure Differential Automatic

Recording Instrument

3.1.8Vacuums

3.1.10Glovebags

SD-06 Test Reports

1.5.5Air Sampling Results

1.5.6Pressure Differential Recordings for Local Exhaust System

3.2.12.4Clearance Sampling

3.3.3.2Asbestos Disposal Quantity

Report

SD-07 Certificates

1.3.5Employee Training

1.3.6Notifications

1.3.8Respiratory Protection Program

1.3.11Asbestos Hazard Abatement Plan

1.3.12Testing Laboratory

1.3.13Landfill Approval

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02 82 00 1.3.13Delivery Tickets

1.3.13Waste Shipment Records

1.3.14Transporter Certification

1.3.15Medical Certification

1.5.1Private Qualified Person

Documentation

1.5.2Designated Competent Person

1.5.3Worker's License

1.5.4Contractor's License

1.5.7Federal, State or Local Citations on Previous Projects

2.1Encapsulants

3.1Equipment Used to Contain

Airborne Asbestos Fibers

3.1.3.3Water Filtration Equipment

3.1.8Vacuums

3.1.8Ventilation Systems

SD-11 Closeout Submittals

1.3.6Permits and Licenses

1.3.6Notifications

1.3.8.1Respirator Program Records

1.7.1Rental Equipment

02 83 00 SD-01 Preconstruction Submittals

1.5.1.1Competent Person

1.5.1.2Training Certification

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02 83 00 1.5.2.3Occupational and Environmental

Assessment Data Report

1.5.2.4Medical Examinations

1.5.2.8Lead, Cadmium, Chromium

Waste Management Plan

1.5.3Licenses, Permits and

Notifications

1.5.4Occupant Protection Plan

1.5.2.2Lead, Cadmium, Chromium

Compliance Plan

3.4.1.1Initial Sample Results

3.5.2.1Written Evidence of TSD

Approval

SD-03 Product Data

1.6.1Respirators

1.6.4Vacuum Filters

2.1Materials and Equipment

2.1.1Expendable Supplies

SD-06 Test Reports

1.5.2.3Occupational and Environmental

Assessment Data Report

1.5.2.3Sampling Results

SD-07 Certificates

1.5.1.3Testing Laboratory

1.5.1.4Third Party Consultant

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02 83 00 3.5.1.1Clearance Certification

SD-11 Closeout Submittals

3.5.2.1Hazardous Waste Manifest

3.5.2.1Turn-In Documents or Weight

Tickets

03 01 00 SD-01 Preconstruction Submittals

1.5.3Qualifications

1.5.5Work Plan

1.6.1Work Plan

1.5.2Quality Control Plan

SD-03 Product Data

2.5Conventional Concrete

2.6Polymers

2.7Miscellaneous Materials And

Equipment

SD-05 Design Data

3.1.3Formwork And Shoring

1.5.1Repair Procedures

2.8Mixture Proportioning

SD-06 Test Reports

2.8Mixture Proportioning

3.1.5Quality Control

3.2.3Quality Control

3.3.3Quality Control

2.5Conventional Concrete

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03 01 00 2.7Miscellaneous Materials And

Equipment

SD-07 Certificates

1.5.3Qualifications

2.5Conventional Concrete

SD-08 Manufacturer’s Instructions

2.2Equipment For Concrete

Preparation

2.5Conventional Concrete

2.6Polymers

2.7Miscellaneous Materials And

Equipment

04 03 00 SD-01 Preconstruction Submittals

1.5.1Quality Control Plan

1.5.1Project Training Program

1.5.2Qualifications

SD-02 Shop Drawings

1.5.5Photographic Documentation

3.5.1Structural Upgrades

SD-03 Product Data

1.5.2Qualifications

1.5.6Cleaning and Restoration

Methods

2.1Cleaning Materials

2.1.4Biocides

2.2.2.2Replacement Mortar And Stucco

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04 03 00 2.4Mortar Mix

3.4.8.3Water Repellents Infiltration

3.4.8.4Stone Consolidants

SD-04 Samples

1.5.7.1Mock-ups

SD-05 Design Data

3.5.1Structural Upgrades

SD-06 Test Reports

2.2.2.1Testing and Matching

3.5.2Existing Sealants for Asbestos and PCBs

SD-07 Certificates

2.2Repair Materials

04 20 00 SD-03 Product Data

1.5.1Hot Weather Procedures

1.5.2Cold Weather Procedures

2.2.2Clay or Shale Brick

Salvaged Brick

Cement

2.4.1.1Cementitious Materials

SD-04 Samples

2.2.2Clay or Shale Brick

SD-05 Design Data

2.1.2Masonry Compressive Strength

SD-06 Test Reports

2.2.2.1.3Efflorescence Test

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04 20 00 SD-07 Certificates

2.2.2Clay or Shale Brick

2.4.1.1Cementitious Materials

2.4.1.3Admixtures for Masonry Mortar

2.4.2.2Admixtures for Grout

2.6.3Joint Reinforcement

SD-08 Manufacturer’s Instructions

2.4.1.3Admixtures for Masonry Mortar

2.4.2.2Admixtures for Grout

SD-10 Operation and Maintenance

Data

Take-Back Program

SD-11 Closeout Submittals

SClay Units

SRecycled Content

05 05 20 SD-01 Preconstruction Submittals

1.5.1.1Installer Qualifications

1.5.1.2Post-Installed Anchor Special

Inspector Qualifications

SD-03 Product Data

2.1.1.3Mechanical Anchors in Concrete

2.1.1.4Adhesive Anchor System in

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3.1.3Non-Shrink, Non-Metallic Grout

SD-06 Test Reports

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05 05 20 3.3.4Post-Installed Anchor Special

Inspections Report

SD-07 Certificates

2.1.1.1Post-Installed Anchor

Certification

SD-08 Manufacturer’s Instructions

2.1.1.2Manufacturer's Printed

Installation Instructions

3.1.3Non-Shrink, Non-Metallic Grout

1.5Manufacturer's Material Safety

Data Sheets

06 10 00 SD-03 Product Data

1.8Fire-retardant Treatment

1.4.3Structural-use and OSB Panels

2.3.1.2Structural-use and OSB Panels

2.3Oriented Strand Board

2.4.3Adhesives

SD-07 Certificates

1.7Preservative Treatment

07 19 00 SD-03 Product Data

2.2Water Repellents

SD-06 Test Reports

1.3.2Water Absorption

1.3.2Accelerated Weathering

1.3.2Resistance to Chloride Ion

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07 19 00 1.3.2Moisture Vapor Transmission

1.3.2Water Penetration and Leakage

SD-07 Certificates

1.3.1Manufacturer's Qualifications

1.3.1Applicator's Qualifications

1.12Warranty

SD-08 Manufacturer’s Instructions

3.4Application

1.7.1Safety Data Sheets

07 27 36 SD-01 Preconstruction Submittals

1.7.1Qualification of Manufacturer

1.7.2Qualification of Installer

1.8Safety Plan

1.6.1Fire Prevention Plan

1.6.2Respiratory Protection Plan

SD-02 Shop Drawings

1.4.1Spray Foam Air Barrier System

Shop Drawings

Fire-Rated Assemblies

SD-03 Product Data

2.1.5Blowing Agents

2.1.2Closed Cell

2.2Primers, Adhesives, and Mastics

2.4Sealants

1.4.2Safety Data Sheets

SD-08 Manufacturer’s Instructions

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07 27 36 3.2.1Substrate Preparation

1.4.2Manufacturer's Printed

Installation Instructions for

Primers, Adhesives, and Mastics

07 60 00 SD-02 Shop Drawings

3.1.12Gutters

3.1.13Downspouts

3.1.10Base Flashing

3.1.17Flashing at Roof Penetrations and Equipment Supports

3.1.14Open Valley Flashing

3.1.15Eave Flashing

SD-03 Product Data

Cool Roof

SD-08 Manufacturer’s Instructions

3.5Quality Control Plan

SD-10 Operation and Maintenance

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1.4.3Cleaning and Maintenance

07 84 00 SD-02 Shop Drawings

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SD-03 Product Data

2.2Firestopping Materials

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07 84 00 1.5.2Inspector Qualifications

2.2Firestopping Materials

1.5.1Installer Qualifications

07 92 00 SD-03 Product Data

2.1Sealants

2.2Primers

2.3Bond Breakers

2.4Backstops

08 51 13 SD-02 Shop Drawings

2.1Windows

1.6Fabrication Drawings

SD-03 Product Data

2.1Windows

2.2.2Fasteners

1.7Window Performance

2.4Mullions

2.2.7Accessories

1.7.4Thermal Performance

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1.3.3.1Finish Sample

SD-06 Test Reports

Standard Airblast Test

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08 81 00 SD-03 Product Data

2.2Insulating Glass

1.4Spandrel Glass

1.3Glazing Accessories

2.3.3.1Sealants

2.3.4Joint Backer

SD-04 Samples

2.2Insulating Glass

1.4Spandrel Glass

SD-07 Certificates

2.2Insulating Glass

1.8STC Rating

SD-11 Closeout Submittals

1.7.1Insulated Glass Units

1.7.2Monolithic Opacified Spandrel

09 90 00 SD-03 Product Data

2.1Coating

2.1Product Data Sheets

3.2.5Sealant

SD-04 Samples

2.2Color

SD-07 Certificates

Applicators Qualifications

1.6.4Indoor Air Quality for Paints and

Primers

SD-08 Manufacturer’s Instructions

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09 90 00 1.8.1Manufacturer's Safety Data

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SD-10 Operation and Maintenance

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2.1Coatings

22 00 00 SD-02 Shop Drawings

Plumbing System

SD-03 Product Data

1.6.1Welding

Plumbing System

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1.4Materials and Equipment

2.1.1Bolts

SD-10 Operation and Maintenance

Data

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23 05 15 SD-01 Preconstruction Submittals

1.2Material, Equipment, and Fixture

Lists

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1.2Record Drawings

1.2Connection Diagrams

1.2Coordination Drawings

1.2Fabrication Drawings

3.1Installation Drawings

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 20 OF 24 PAGES

23 05 15 2.1Pipe and Fittings

2.2Piping Specialties

2.3Valves

2.4Miscellaneous Materials

2.5Supporting Elements

1.2Equipment Foundation Data

SD-04 Samples

1.2Manufacturer's Standard Color

Charts

SD-05 Design Data

2.1Pipe and Fittings

2.2Piping Specialties

2.3Valves

SD-06 Test Reports

3.1Hydrostatic Tests

3.1Air Tests

3.1Valve-Operating Tests

3.1Drainage Tests

3.1Pneumatic Tests

3.1Non-Destructive Electric Tests

3.1System Operation Tests

SD-07 Certificates

1.4.2Record of Satisfactory Field

Operation

1.4.3List of Qualified Permanent

Service Organizations

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 21 OF 24 PAGES

23 05 15 1.2Listing of Product Installations

1.2Records of Existing Conditions

3.1Temperature Ratings

SD-10 Operation and Maintenance

Data

Operation and Maintenance

Manuals

23 11 20 SD-02 Shop Drawings

1.5.3Gas Piping System

2.2Gas Piping System

3.3Gas Piping System

SD-03 Product Data

1.6.1Pipe and Fittings

1.5.3Gas Equipment Connectors

1.5.3Gas Piping System

2.2Gas Piping System

3.3Gas Piping System

2.1Pipe Coating Materials

Pressure Regulators

2.4Risers

2.2.8Transition Fittings

2.3Valves

2.2.4Warning and Identification Tape

SD-06 Test Reports

3.18Testing

3.18.1Pressure Tests

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23 11 20 3.18.2Test with Gas

SD-07 Certificates

1.5.1Welders Procedures and

Qualifications

1.5.1Assigned Number, Letter, or

Symbol

SD-08 Manufacturer’s Instructions

1.5.2PE Pipe and Fittings

2.1Pipe Coating Materials

SD-10 Operation and Maintenance

Data

1.3.1Gas Facility System and

Equipment Operation

1.3.2Gas Facility System Maintenance

1.3.3Gas Facility Equipment

Maintenance

23 23 00 SD-02 Shop Drawings

2.3Refrigerant Piping System

SD-03 Product Data

2.3Refrigerant Piping System

1.5.2Spare Parts

1.3.1Qualifications

3.4Refrigerant Piping Tests

3.1Verification of Dimensions

SD-06 Test Reports

3.4Refrigerant Piping Tests

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23 23 00 SD-07 Certificates

2.1Service Organization

SD-10 Operation and Maintenance

Data

1.5Maintenance

Operation and Maintenance

Manuals

Demonstrations

26 20 00 SD-03 Product Data

2.10Receptacles

Circuit Breakers

2.8Switches

SD-06 Test Reports

Ground-fault Receptacle

32 16 19 SD-03 Product Data

2.1Concrete

32 92 19 SD-07 Certificates

2.1Seed

32 93 00 SD-01 Preconstruction Submittals

1.4.2State Landscape Contractor's

License

1.6Time Restrictions and Planting

Conditions

SD-03 Product Data

2.6Mulch

2.9Root Control Barrier

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