_Final_Combined_Specs_Double_Sided.pdf

Renovate Squad OPS Facility, B732

Dobbins ARB, Georgia, U.S.A.

FINAL SUBMITTAL

Specifications

November 1, 2017

Contract Number: FGWB 09-0049 Task Order Number: 5X-AE15

TM Project Number: 15021

Attachment 1 FA6703-18-B-0001

Renovate Squad Ops Facility, B-732 Final Submittal

Dobbins ARB, GA FGWB-09-0049

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01010 GENERAL REQUIREMENTS

01300 SUBMITTALS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01560 ENVIRONMENTAL REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 87 00 WINDOW FILM

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

PROJECT TABLE OF CONTENTS Page 2

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

09 96 59 HIGH-BUILD GLAZE COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 52 00 HEATING BOILERS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END AND

INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

PROJECT TABLE OF CONTENTS Page 3

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

-- End of Project Table of Contents --

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

G001 COVER SHEET

G002 LEGENDS, ABBREVIATIONS, AND NOTES

AL101 LIFE SAFETY PLANS

AD100 BASEMENT DEMOLITION PLAN

AD101 FIRST FLOOR DEMOLITION PLAN

AD201 DEMOLITION ELEVATIONS

A001 OVERALL FIRST FLOOR PLAN

A100 BASEMENT FLOOR PLAN

A101 FIRST FLOOR PLAN

A102 FIRST FLOOR PARTITION PLAN

A110 BASEMENT REFLECTED CEILING PLAN

A111 FIRST FLOOR REFLECTED CEILING PLAN

A201 EXTERIOR ELEVATIONS

A401 ENLARGED PLANS AND SECTION

A411 INTERIOR ELEVATIONS

A501 PARTITION TYPES

A502 MILLWORK DETAILS

A503 DETAILS

A601 ROOM FINISH SCHEDULES

A602 FLOOR FINISH PLANS

A611 DOOR SCHEDULES AND DETAILS

A701 SIGNAGE PLANS

A751 SIGNAGE DETAILS

IP101 PARTIAL FIRST FLOOR PLAN - EAST - DEMOUNTABLE PARTITIONS

IP102 PARTIAL FIRST FLOOR PLAN - WEST - DEMOUNTABLE PARTITIONS

IP111 PARTIAL FIRST FLOOR PLAN - EAST - SYSTEM FURNITURE PANELS

IP112 PARTIAL FIRST FLOOR PLAN - WEST - SYSTEM FURNITURE PANELS

IP401 PARTITION ELEVATIONS - FSS

IP402 PARTITION ELEVATIONS - FSS, SVC MGR, AND CUST SVC

IP403 PARTITION ELEVATIONS - MIS SUP

IP404 PARTITION ELEVATIONS - MIS SUP AND CUST SVC

IP405 PARTITION ELEVATIONS - SUST FLT

IP406 PARTITION ELEVATIONS - SUST FLT AND TRNG

IP407 PARTITION ELEVATIONS - TRNG AND TEAM

IP408 PARTITION ELEVATIONS - EMER MGMT

IP409 PARTITION ELEVATIONS - EMER MGMT

IP601 DOORS AND WINDOWS IN DEMOUNTABLE PARTITIONS

IF101 EQUIPMENT PLANS

IF102 FURNITURE AND EQUIPMENT PLANS

DOCUMENT 00 01 15 Page 1

IF401 ENLARGED FURNITURE & EQUIPMENT PLAN - AREA A

IF402 ENLARGED FURNITURE & EQUIPMENT PLAN - AREA B

IF403 ENLARGED FURNITURE & EQUIPMENT PLAN - AREA C

IF404 ENLARGED FURNITURE & EQUIPMENT PLAN - AREA D

IF405 ENLARGED FURNITURE & EQUIPMENT PLAN - AREA E

IF406 ENLARGED FURNITURE & EQUIPMENT PLAN - AREA F

IF411 FURNITURE & EQUIPMENT INTERIOR ELEVATIONS

M001 LEGEND AND GENERAL NOTES

MD101 BASEMENT DEMOLITION PLAN

MD102 FIRST FLOOR DEMOLITION PLAN

MH101 BASEMENT NEW WORK DUCTWORK PLAN

MH102 FIRST FLOOR NEW WORK DUCTWORK PLAN

MH103 FIRST FLOOR NEW WORK DUCTWORK PLAN

MH401 SECTION NEW WORK PLANS

MP101 BASEMENT NEW WORK PIPING PLAN

MP102 FIRST FLOOR NEW WORK PIPING PLAN

MI601 CONTROLS

MI602 CONTROLS

MI603 CONTROLS

M501 DETAILS

M502 DETAILS

M601 SCHEDULES

M602 SCHEDULES & DETAILS

P001 LEGEND AND ABBREVIATIONS

PD101 BASEMENT DEMOLITION PLAN

PD102 FIRST FLOOR DEMOLITION PLAN

PL101 BASEMENT NEW WORK

PL102 FIRST FLOOR NEW WORK

P501 DETAILS

P601 SCHEDULES

F001 LEGEND, NOTES, DETAILS AND SCHEDULES

FD101 BASEMENT DEMOLITION PLAN

FD102 FIRST FLOOR DEMOLITION PLAN

FA100 BASEMENT NEW WORK FIRE ALARM PLAN

FA101 FIRST FLOOR NEW WORK FIRE ALARM PLAN

FP101 BASEMENT NEW WORK PLAN

FP102 FIRST FLOOR NEW WORK PLAN

E001 LEGEND AND NOTES

E002 RISER AND SCHEDULES

ED101 BASEMENT AND FIRST FLOOR DEMOLITION PLANS

EL100 BASEMENT NEW WORK LIGHTING PLAN

EL101 FIRST FLOOR NEW WORK LIGHTING PLAN

EP100 BASEMENT NEW WORK POWER PLAN

EP101 FIRST FLOOR NEW WORK POWER PLAN

EY100 BASEMENT NEW WORK SPECIAL SYSTEMS PLAN

EY101 FIRST FLOOR NEW WORK SPECIAL SYSTEMS PLAN

EY501 SPECIAL SYSTEM DETAILS

E501 ELECTRICAL SCHEDULES

E502 ELECTRICAL SCHEDULES

E601 PANEL SCHEDULES

E602 PANEL SCHEDULES

E603 PANEL SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01010

SECTION 01010

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PROJECT INFORMATION

1.1.1 Contract Drawings and Specifications

1.2. SUBMITTALS

Submittals shall be submitted in accordance with Section 01300, SUBMITTALS.

NOTE: The contractor shall obtain Government approval of all materials and equipment requiring submittals prior to bringing these materials and equipment onto Dobbins ARB for installation and incorporation into the work. The contractor shall follow section 01300 of the basic contract in obtaining Government approval.

1.2.1. Administrative or Close-out Submittal

a. Construction Phasing (ref: paragraph 3.2.1)

b. Daily Progress reports to Contracting Officer within 2 hours of shift completion

c. Quality Control Plan, (ref: paragraph 3.17.6)

d. As-built drawings (After construction complete)

1.3. GENERAL DESCRIPTION

1.3.1. Location

The project is located at Dobbins Air Reserve Base, Georgia. Project site is near the airfield control tower.

1.3.2. Project Description

The project is a complete renovation of the existing 20,000 SF Squad OPS Facility B-732 at Dobbins Air Reserve Base. The existing building interiors will be demolished as required to accommodate a new design for the 94th Mission Support Group (94th MSG). The renovated facility will provide offices, conference and meeting space, training stations, a testing room, career advising, locker rooms and showers, emergency management storage, and an emergency operations/terrorism incident center (EOC/CBRNE). The architectural/interiors work will include drywall on metal studs, masonry, painting, wood doors and hollow metal frames, open office system partitions, demountable wall systems, acoustical ceiling tile, carpet, VCT, furniture, casework, artwork and signage. Also included are new building systems; mechanical, electrical, plumbing, fire protection and alarm, communications, data, and other special systems as indicated.

1.4 GOVERNMENT INSPECTOR

The Base Civil Engineer, or his authorized representative, is designated as the representative of the Contracting Officer for the purpose of technical surveillance of workmanship and inspection of materials for work being performed under this contract. This clause does not authorize anyone other than the Contracting Officer to commit the Government to changes in the terms of the contract.

1.5 ORAL STATEMENTS

No oral statement by any government official shall in any manner or degrees modify or otherwise affect the terms of this contract.

1.6 NO GOVERNMENT WAIVER

The failure of the Government in any one or more instances to insist upon strict performance to any of the terms of this contract or to exercise any option herein conferred will not be construed as a waiver or relinquishment to any extent of the right to assert or rely upon such terms or option on any future occasion.

SECTION 01010

1.7 AS-BUILT RECORDS

1.7.1 As-Built Drawings

Maintain at the jobsite 2 sets of full-size contract drawings. Any deviations from the contract drawings shall be marked legibly and accurately with a red pen. These drawings shall be available for review by the Contracting Officer at all times. Submit one marked set of prints to the Contracting Officer no later than 30 calendar days after work is deemed substantially performed or beneficial occupancy is taken.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 BASE REGULATIONS

The Contractor and his employees and subcontractor shall become familiar with and obey all base regulations, including fire, traffic, airfield, safety, environmental, and security regulations. Regulations are available upon request. All personnel employed on subject contract shall keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless previously cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

3.2 WORK SCHEDULE

The Contractor shall schedule his work to cause the least amount of interference with base operations. Work schedules shall be subject to the approval of the Contracting Officer. Under no circumstances shall fire water system be out of service for more than 5 calendar days.

Permission to interrupt any base roads and/or utility service shall be requested in writing a minimum of 10 calendar days prior to the desired date of interruption. Interruption shall not take place without specific approval from the Contracting Officer.

3.2.1 Construction phasing

Thirty (30) days prior to commencing work, provide to the Contracting Officer, for approval, a plan, which indicates the Timeline of start to completion of each construction phase.

3.3 WORK HOURS

The normal hours of work for the performance of this contract will be from 7:30 AM to 5:00 PM except as otherwise expressly provided in this contract. The workdays will be Monday through Friday, with Federal holidays excluded. Alternate work hours require written permission of the Contracting Officer. The contractor must submit a written request for permission to work to the Contracting Officer at least 2 working days in advance of the date when the contractor desires to deviate from the normal hours and days. Permission to deviate will be predicated on complete justification for the request after due consideration to a larger work force and more equipment during normal hours, and providing the contractor defrays the additional costs to the Government including, but not limited to, inspection computed in accordance with existing Government regulations. If permission is granted by the Contracting Officer, written authority will be furnished to the contractor prior to the date the contractor desires to deviate from the normal hours or days. The Contracting Officer may also direct performance as authorized by the General Provisions by reference clause entitled “Schedule for Construction Contract.”

3.4 OPERATIONS ON THE AIRFIELD (Not Applicable)

3.5 EXISTING WORK

The removal or altering in any way of existing work shall be carried on in such a manner as to prevent personal injury or damage to any portions of the existing work that remains.

3.6 SANITATION

Adequate sanitary conveniences of a type approved for use by persons employed on the work shall be provided. Sanitary conveniences shall be properly secluded from public observation, and maintained by the Contractor in such a manner as required or approved by the

SECTION 01010

Contracting Officer. Maintain these conveniences at all times without nuisance. Upon completion of the work, the contractor shall remove the conveniences from the premises, leaving the premises clean and free from nuisance.

3.7 UTILITIES

All reasonable quantities of government provided utilities shall be made available to the contractor without charge. Any temporary telephone service shall be requested by the contractor from the local Telephone Company providing service to Dobbins ARB. The contractor shall not tamper with, connect or access any Government communication facility, equipment or cable without express written consent from the Contracting Officer. Any temporary connections or lines that may be required shall be installed, maintained, and removed by the Contractor at his expense and in a manner satisfactory to the Contracting Officer. Contractor shall remove all temporary connections and lines prior to final acceptance of the construction.

3.8 UTILITY SERVICE INTERRUPTION

The Government shall not be held responsible for interruptions of utility services and shall not be liable for Contractor delays, damages, or increased costs occasioned by any such interruption of services.

3.9 OPTIONAL REQUIREMENTS

Where a choice of materials or methods, or both, is permitted in this contract, the Contractor will be given the right to exercise the option unless otherwise required by the specification or plans.

3.10 MATERIAL APPROVAL SUBMITTAL PREPARATION

"Material and Workmanship" shall be accomplished on and in accordance with the instructions to AF Form 3000, Material Approval

Submittal. Material Approval Submittals shall contain complete information for the product proposed. The information shall be in enough detail to allow the Government to determine acceptability. Information to be provided includes, but is not limited to: a description of all salient features of the product, descriptive literature and manufacturer's cut sheet (if available), plus an explanation as to precisely why and how the material or item submitted meets or exceeds all required functions, performance and quality specifications.

3.11 MATERIAL DISPOSITION

3.11.1 Material/Equipment Title

Title to materials and equipment to be demolished, except Government salvage and historical items, is vested in the Contractor upon receipt of notice to proceed. The Government will not be responsible for the condition, loss or damage to such property after notice to proceed.

3.11.2 Contractor Salvage

Contractor shall salvage items and materials to the maximum extent possible. Material salvaged for the Contractor shall be stored as approved by the Contracting Officer and removed from Government property before completion of the contract. The contractor shall not sell salvaged material on the site.

3.12 CLEAN-UP

Remove and transport debris in a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply. The contractor shall maintain a clean and orderly work site.

3.13 SAFETY REQUIREMENTS

The contractor shall initiate and maintain programs that comply with the provisions of 29 CFR parts 1926 and 1910 of the Occupational

Safety and Health Standards. These programs shall include the education and training of employees and subcontractors’ personnel in the recognition, avoidance, and prevention of unsafe conditions and practices.

3.14 FIRE PROTECTION

SECTION 01010

The contractor shall be responsible for furnishing adequate and proper fire protection during all phases of work on site. Contact the base

Fire Department in the event of emergency.

3.15 FACILITIES AND SERVICES

The contractor is responsible for storage of all materials. Storage areas shall be shown on the site plan and approved by the Contracting

Officer.

3.16 RESTRICTIONS

3.16.1 Radio Transmitter Restrictions

The contractor shall conform to the restrictions and procedures for the use of radio transmitting equipment, as directed. Two transmitters shall be provided by the government to the contractor for use during construction.

3.16.2 Materials Burning

Burning of trash, timber and any other debris on government property is not permitted.

3.17 REQUIRED CONTRACTOR ACTIONS

3.17.1 Base Permits

Obtain these pursuant to paragraph 3.1 of this specification. Permits are required for, but are not necessarily limited to, welding, and digging.

3.17.1.1 Government Digging Permits

The requirement for digging or excavation permits (AF Form 103) shall be applicable for Government-owned utilities such as water, gas, electrical, sewer, fiber optics, telephone cable and communication cables for radar, weather and navigational aids cable.

3.17.1.1.1 Procedures for Government Digging Permits

Contractor shall not dig anywhere on Dobbins ARB without a valid digging permit.

Contractor shall notify the Contracting Officer in writing to request a digging permit.

Contractor shall mark the area on site where digging is to occur. This shall be done the same day the dig permit is requested.

Government has 14 days to issue an initial digging permit.

Contractor shall maintain all markings during construction performance period.

Contractor will provide AFM completed and signed copy of AF Form 103,Dig Permit, prior to digging.

Once a digging permit is issued, the contractor must hand dig and locate all marked utilities within 5 feet of the area to be worked on.

Contractor shall fill all holes prior to project completion.

If, during the life of the digging permit, utility markings are removed by the contractor or his subcontractor the contractor shall be responsible for replacing all markings.

3.17.1.2 UPC Digging Permits

The procedures set forth for Government-owned utilities shall not apply to utilities which are governed by the Utilities Protection Center

(UPC) under the auspices of the State of Georgia. UPC utilities on Dobbins ARB include television cable, telephone cables, data cables, etc. Procedures for utilities governed by the UPC shall be followed in accordance with Georgia Utility Facility Protection Act (GUFPA).

SECTION 01010

The contractor is required to obtain a UPC digging permit prior to digging on Dobbins ARB. The government is not responsible for issuing or monitoring UPC digging permits.

3.17.1.3 Utility Damage

The Contractor must immediately notify the Government technical representative and UPC in the event that utility damage occurs. If damage to utilities is due to contractor non-compliance with permit instructions or contract requirements, repairs required shall be at the contractor’s expense. Fiber optic cables, which cannot be repaired to meet the minimum allowable decibels, will be replaced at the contractor’s expense.

3.17.1.4 Welding Permits

Obtain welding permits on a daily basis from the Base Fire Department.

3.17.2 Severe Weather Protection

In the event of severe weather, the contractor shall take precautions to minimize any danger to persons, and protect the work and any nearby Government property. Precautions shall include, but are not limited to, closing openings; removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work.

3.17.3 Clean Tire Policy

Dobbins ARB has a clean tire policy at work sites. The purpose of this policy is to reduce or eliminate the transport of mud from the work area onto public rights-of-way by motor vehicles leaving the site or by runoff from the site. Clean and remove mud from the wheels of vehicles prior to entrance to public rights-of-way. The site exit shall be maintained in order to prevent tracking or flow of mud onto public rights-of-way. Immediately remove all materials spilled, dropped, washed or tracked from any vehicle or site onto any roadway or into any storm drain. Compliance with the clean tire policy, by Contractor and Sub-contractor personnel, shall be the sole responsibility of the Contractor.

3.17.4 Erosion and Sediment Control

Take positive steps to minimize siltation and erosion during the work. Comply with the requirements of Section 01560, drawings and all other related specification sections.

3.17.5 Environmental Requirements

The Contractor and all work to be performed on Dobbins ARB shall comply with the requirements of Section 01560.

3.17.6 Quality Control Plan

The contractor shall be required to institute a comprehensive Quality Control Program in order to assure himself and the Government that all materials and workmanship are in strict accordance with the provisions of the specifications. Within 10 calendar days after receipt of

Notice to Proceed, the contractor shall submit his Quality Control Program Plan to the Contracting Officer for review and approval. The plan shall contain, at a minimum, identification of procedures for quality control, the type and model of major pieces of equipment to be used on-the-job, ordering procedures for materials, and procedures to ensure adequate progress.

3.17.7 Hazardous Spill Reporting

The contractor shall report any spill of oil or hazardous substances to the Fire Department service desk at Ext. 911 from a government phone, or (678) 655-4840 from a commercial phone (24 hours per day, 7 days per week). The contractor shall take every reasonable precaution to prevent the spillage of oil or other hazardous substances.

3.18 DD FORM 1354

Completion of a DD1354 Package is required for this project. Copies of the DD1354 form and its instructions are included in the project manual. Electronic copies will be available from the COR. Follow the instructions given for executing the DD1354 and coordinate it’s submission with the COR.

--- END OF SECTION ---

Renovate Squad OPS Facility, B-732 Final Submittal

Dobbins ARB FGWB-09-0049

SECTION 01300

SECTION 01300

SUBMITTALS

PART 1 GENERAL

1.1 REFERENCES: (NOT USED)

1.2 DEFINITIONS

1.2.1 Submittal Definition, Shop drawings, product data, samples, administrative and closeout submittals, and additional data presented for review and approval by the Government.

1.3 SUBMITTAL TYPES

1.3.1 Material Submittals

Submittals for which review and approval will be made to ensure that the materials installed and process used for installation are in compliance with the design concept and contract documents. These include, but are not limited to, those items shown in paragraph 1.7 of this section. The following are examples of material approval data items:

a. Shop Drawings: As used in this Section, drawings, schedules, diagrams, and other data prepared specifically for this Contract, by the Contractor or through the Contractor by way of a subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate a portion of the work. Types are as listed in the paragraph 1.7, entitled "Schedule of Submittal Descriptions (SD)."

b. Product Data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate a portion of the work, but not prepared exclusively for this Contract. Types are as listed in the paragraph 1.7, entitled "Schedule of

Submittal Descriptions (SD)."

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship, physically identical to a portion of the work, illustrating a portion of the work or establishing standards for evaluating the appearance of the finished work or both. Types are as listed in the paragraph 1.7, entitled "Schedule of Submittal Descriptions

(SD)."

[NOTE: USE THE ATTACHED MINIMUM SUBMITTALS (File Name: AF Form 66 for 01560 spec. Add additional rows to this spreadsheet for required submittals.}

1.3.2 Administrative and Closeout Submittals

Submittals of data for which review and approval will be to ensure that the administrative requirements of the contract are adequately met but not to ensure directly that the work is in accordance with the design concept and in compliance with the Contract documents. Submittals of this type include, but are not limited to, those items shown in paragraph 1.7 of this section.

1.3.3 Approving Authority

The approving authority for all submittals shall be the Contracting Officer.

1.3.4 Work

As used in this Section, the construction required by the Contract documents, including labor necessary to produce the construction and materials, products, equipment, and systems incorporated or to be incorporated in such construction and including materials, products, equipment, and systems produced both on and off-site.

file:///S:/ProjectLibrary/00-0001%20Design%20Guide/DesignGuide/Sections/General%20Provisions/AF%20Form%2066%20for%2001560%20spec.xlsx

SECTION 01300

1.4 PROCEDURES FOR ADMINISTRATIVE AND CLOSEOUT SUBMITTALS

1.4.1 Administrative and closeout submittals shall be provided as the work progresses in accordance with the time frames established within the contract for each item. Should a delivery date fall on a weekend or a holiday, the submittal shall be due the next working day thereafter.

1.4.2 Unless otherwise stated, the Government shall have fifteen (15) working days for review and acceptance of each administrative/closeout submittal.

1.4.3 All administrative/closeout submittals shall be submitted by letter to the Contracting Officer. The format shall be as specified for each item at the point in the contract which establishes the requirement. If a format and applicable forms are not specified, the submittal may be made on 8 1/2" by 11" plain bond paper, double-sided. The item shall be neatly and legibly handwritten or typed.

1.4.4 Warranties and operating instructions are required at the completion of the contract work and shall be submitted no later than thirty (30) calendar days after work is deemed to be substantially performed or beneficial occupancy is taken. Four copies of all warranties and operating instructions shall be provided unless otherwise specified. The Government shall have thirty

(30) calendar days for review and acceptance. Operation and maintenance manual data also shall include components required in the various technical sections of this specification.

1.4.5 With the exception of as-built drawings, drawings included in an administrative or closeout submittal shall conform to the requirements of paragraph 1.6.3 of this section.

1.4.5 Unless otherwise stated, administrative and closeout submittals shall be submitted in quantities of four, one original and three copies.

1.5 PROCEDURES FOR MATERIAL SUBMITTALS

1.5.1 Limits and Constraints Regarding Material Submittals

a. Submittals shall be complete for each portion of the work; components of the work interrelated as a system shall be submitted at the same time.

b. When submittal acceptability is dependent on conditions, items, or materials included in separate subsequent submittals, the submittal will be returned without review.

c. Submittals of information not required as a submittal, or covering work for which the submittals have been returned as "approved" or "approved as noted," will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which the item functions.

e. The work shall conform to approved submittals as approved. In the event a previously approved submittal has an error or omission, the contractor shall revise the submittal and resubmit for approval. Government review, corrections or comments made on submittals do not relieve the contractor from compliance with the requirements of the drawings, specifications, addendums and contract documents. The government reserves the right to seek equitable compensation if submittals containing unnoted deviations are approved.

f. Approval of a submittal by the Contracting Officer shall not relieve the Contractor from the responsibility to provide materials which comply with project specifications.

g. All material submittals must be submitted on an AF Form 3000, entitled Material Approval's submittal.

Review of submittals by the government will not be construed as a complete check, but indicates only that the submittals are in general conformance with the design concept and with the information given in the Contract

Documents. This approval shall not relieve the contractor from responsibility for errors and omissions.

SECTION 01300

1.5.2 Scheduling of Material Submittals - SUBMITTAL REGISTER (AF FORM 66)

a. Material submittals requiring government review and/or approval are defined in each section of the specification.

AF Form 66 contains a listing of items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The contractor shall complete and submit the forms to the Contracting Officer for approval within 15 calendar days after Notice-to-

Proceed or at the direction of the Contracting Officer. The approved submittal register will become the scheduling document and will be used to control submittals throughout the life of the contract. The submittal register and the progress schedule shall be coordinated. The Contractor shall carefully control his/her procurement operations to ensure that each individual submittal is made on or before the Contract scheduled submittal date shown on the approved “Submittal Register.” Approval must be obtained from the Contracting Officer before the Contractor initiates any work for which material submittals are required. Submittals for critical items or long lead items shall be submitted individually to expedite processing.

c. The Contractor shall coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittal processing. Also, coordinate and sequence different categories of submittals for same work and for interfacing units of work, so that one will not be delayed by coordination with another.

d. Except as otherwise specified, the Government will have fifteen (15) working days, beginning with receipt by the

Contracting Officer, for review and approval of each material submittal. The period of review is the same for both the submittal and resubmittal.

e. For submittals requiring approval by the Fire Protection Engineer, the Government shall have, beginning with receipt by the Contracting Officer, 30 calendar days for review and approval of the submittal. The period of review is the same for both the submittal and resubmittal.

f. Resubmittals for disapproved items shall be made within the time specified on the AF Form 3000 by the

Contracting Officer.

1.5.3 Contractor Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and Contract documents.

b. Ensure that material is clear and legible. Ensure required specialty stamps are affixed and signed.

c. Stamp each sheet of each submittal with the Contractor's certificating stamp, except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only. Word the submittal stamp as follows:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated into Project Number

____________,_______, is in compliance with the Contract drawings and specifications, can be installed in the allocated spaces, and is submitted for Government approval.

Certified by __________________ Date _____________"

Note that this certification shall be placed on data attached to the AF Form 3000, not the AF Form 3000 itself.

d. Sign the Contractor's certification. The person signing the certification shall be one designated in writing by the

Contractor as having that authority. The signature shall be in original ink. Stamped signatures are not acceptable.

e. Transmit submittals to the Contracting Officer in orderly sequence, to prevent project delays and delays in work by the Government or separate contractors.

SECTION 01300

f. Proposed deviations from the contract requirements shall be clearly identified. Advise the Contracting Officer of submittals which include a proposed deviation requested by the Contractor, the reason for deviation shall be annotated on the submittal. The notification shall be inserted directly under the AF Form 3000 and shall clearly state that the submittal includes deviations from the specifications and drawings. Government review, corrections or comments made on submittals do not relieve the contractor from compliance with the requirements of the drawings, specifications, addendums and contract documents. The government reserves the right to seek equitable compensation if submittals containing unnoted deviations are approved

g. Correct and resubmit submittal as directed by the Contracting Officer. Direct specific attention, in writing or on resubmitted submittal, to revisions not requested by the Contracting Officer on previous submissions.

h. Retain a copy of approved submittals at the project site, including the Contractor's copy of approved samples.

i. Furnish additional copies of submittals if requested by Contracting Officer, limit of 5.

j. Ensure no work is begun until the submittals for that work have been returned as "approved" or "approved as noted," except to the extent that a portion of the work must be accomplished as a basis of the submittal.

k. If an “or equal” product is submitted for approval, the contractor shall identify in the submittal what features are the same as the brand name product and what differences exist between the equal product and the brand name product.

1.5.4 Approving Authority's Responsibilities

a. Submittals will be reviewed for approval with reasonable promptness and only for conformance with project design concepts and compliance with the Contract documents.

b. Submittals will be returned with one of the following notations:

(1) Submittals marked "approved" or "approved as submitted" authorize the Contractor to proceed with the work covered.

(2) Submittals marked "approved as noted" authorize the Contractor to proceed with the work as noted provided the Contractor takes no exception to the notations and complies with all notations.

(3) Submittals marked "disapproved" indicate the submittal does not comply with the design concept or the requirements of the Contract documents and shall be resubmitted with appropriate changes.

1.6 FORMAT AND QUANTITY OF MATERIAL SUBMITTALS

1.6.1 Transmittal Form

Use of Transmittal Form AF Form 3000 is required. Transmit each submittal, except sample installations and sample panels, to the office of the Contracting Officer.

1.6.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on the transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction Contract number.

c. The Section and Paragraph number of the Specification Section in which the submittal is required.

SECTION 01300

d. Submittal number - Submittals shall be numbered sequentially by date submitted including re-submittals. Each submittal number shall be unique. A resubmittal shall be numbered in sequence as though an original submittal and shall include a reference to the submittal number for which the resubmittal is being made.

e. The name, address, and telephone number of the subcontractor, supplier, manufacturer and any other second tier contractor associated with the submittal.

f. Product identification and location in project.

1.6.3 Format and Quantity for Shop Drawings

a. For shop drawings presented on sheets larger than 8 1/2-inches by 14 inches, submit one reproducible and three prints of each required shop drawing prepared for this project.

(1) Transmit re-producibles rolled in mailing tubes.

(2) Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to the information "Identifying Submittals."

(3) After review, the approving authority will retain the prints and return only the reproducible with notation resulting from the review.

b. For shop drawings presented on sheets 8 1/2-inches by 14 inches or less, conform to the format and quantity requirements for product data, and present as a part of the bound volume for the submittals required by the Section.

c. Dimension drawings, except diagrams and schematic drawings; prepare dimensioned drawings to scale. Identify materials and products for work shown.

d. Shop drawings shall be not less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

1.6.4 Format and Quantity for Product Data

a. Submit 6 copies of submittals of product data.

b. Present product data submittals for each Section as a complete, bound volume. Include a table of contents listing page and catalog item numbers for product data.

c. Indicate, by prominent notation, each product which is being submitted; indicate the Section and paragraph numbers to which it pertains.

d. Supplement product data with material prepared for the project to satisfy submittal requirements for which product data does not exist. Note that the material is developed specifically for the project.

1.6.5 Format and Quantity of Samples

a. Furnish samples in the sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

(1) Sample of equipment or device: Full size.

(2) Sample of materials less than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of materials exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

SECTION 01300

(4) Sample of linear devices or materials, such as, conduit and handrails: 10-inch length or length to be supplied, if less than 10 inches.

(5) Sample of non-solid materials, such as, sand and paint.

(6) Color selection samples: 2 inches by 4 inches.

(7) Sample panel: 4 feet by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples showing range of variation: Where variations are unavoidable due to the nature of the materials, submit sets of samples of not less than three units showing the extremes and middle of the range.

c. Quantity, unless otherwise specified:

(1) Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by the approving authority and one will be returned to the

Contractor.

(2) Submit one sample panel. include components listed in technical section, as required by specifications.

(3) Submit one sample installation, as required by specifications.

(4) Submit one sample of non-solid materials, as required by specifications.

d. Recording of sample installation: Note and preserve the notation of the area constituting the sample installation but remove the notation at the final clean up of the project.

e. When a color, texture or pattern is specified in naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.7 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

SD-AA, Progress Schedule

Schedule for performance of work for the project, Contract Progress Schedule. (A type of administrative or closeout submittal.)

SD-BB, Progress Reports

Bi-weekly progress reports on work completed, Progress Report. ( A type of administrative or closeout submittal.)

SD-01, Data

Submittals which provide calculations, descriptions, or documentation regarding the work.

SD-02, Manufacturer's Catalog Data

Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents. (A type of Material Submittal.)

SD-03, Manufacturer's Standard Color Charts

Preprinted brochures of illustrations showing the color range of a material. Color selection samples may be submitted in lieu of color charts. (A type of Material Submittal.)

SECTION 01300

SD-04, Drawings

Scaled drawings, diagrams, schematic drawings, or other drawings, primarily graphic in nature, illustrating details, configuration, components, physical or functional relationship, and connections of a part of the work and the relationship of one part of the work to others or illustrating relationships among various parts of the work. (A type of Material

Submittal.)

SD-05, Design Data

Design calculations, mix designs, analyses, or other data, written nature and pertaining to a part of the work. (A type of

Material Submittal.)

SD-06, Instructions

Preprinted material describing the installation of a product, system, or material, including special notices and Material

Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions. (A type of Material Submittal.)

SD-07, Schedules

A tabular listing of information pertaining to the work or a tabular listing including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work. (A type of Material

Submittal.)

SD-08, Statements

A document, required of the Contractor, or through the Contractor by way of a supplier, installer, manufacturer, or other lower tier contractor, the purpose of which is to further the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verification of quality. (A type of administrative or closeout submittal.)

SD-09, Reports

Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified. Test methods used shall be identified and test results shall be recorded.

SD-10, Test Reports

A report signed by an authorized official of a testing laboratory that a material, product, or system identical to the material product or system to be provided has been tested in accordance with requirements specified by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results;

and indicate whether the material, product, or system has passed or failed the test. Testing must have been within three years of the date of award of this Contract. (A type of Material Submittal.)

SD-11, Factory Test Reports

A written report which includes the findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for this project before it is shipped to the job site. The report must be signed by an authorized official of a testing laboratory and must state the test was performed in accordance with the test requirements;

state the test results; and indicate whether the material, product, or system has passed or failed the test. (A type of Material

Submittal.)

SD-12, Field Test Reports

A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an authorized

SECTION 01300

official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements;

state the test results; and indicate whether the material, product, or system has passed or failed the test. (A type of Material

Submittal.)

SD-13, Certificates

A written statement, signed by an authorized official of the manufacturer of a product, system, or material attesting that the product, system, or material conforms to the requirements of the Contract documents. The certificate of compliance must be dated after the award of this contract, name the project, and list the specific requirements which it is intended to address. Except for test reports and factory test reports required as separate submissions, the certificate of compliance shall be submitted with substantiating test reports and other supporting data. (A type of Material Submittal.)

SD-14, Samples

Physical examples of products, materials, equipment, and assemblies to illustrate quality, finish, or workmanship and referred to in the technical sections as "samples." (A type of Material Submittal.)

SD-15, Color Selection Samples

Samples of the available choice of colors, textures, and finishes of a product or material, presented over a substrates identical in texture to that proposed for the work. (A type of Material Submittal.)

SD-16, Sample Panels

An assembly constructed at the project site in a location acceptable to the Contracting Officer and using materials and methods to be employed in the work; completely finished; maintained during construction; and removed at the conclusion of the work or when authorized by the Contracting Officer. (A type of Material Submittal.)

SD-17, Sample Installations

A portion of an assembly or material constructed where directed and, if approved, retained as a part of the work. (A type of Material Submittal.)

SD-18, Records

Letters of record expressing Contractor and Contracting Officer communication and records of historical field data. (A type of administrative or closeout submittal.)

SD-19, Operation and Maintenance Manuals

Data intended to be incorporated in an Operations and Maintenance Manual. A type of administrative and closeout submittal. Submit data packages in accordance with Section 01300, paragraph 1.4.4. (A type of administrative or closeout submittal.)

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED).

--- END OF SECTION ---

TITLE: Renovate Squad Ops Facility, B-732

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Dobbins ARB, GA

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

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

Line

Acti vity

Trans-mittal

Specification

Section

SD

# Submittal Description Item Submitted

Paragraph

Classifica tion:

GOVT or A/E Revwr Submit

Approval Needed

By

Material Needed

By Action Code

Date Of Action

Date FWD to APPR / Auth Date

RCD

From

CONTR

Date FWD To

Other Revwr

Date

RCD

From Other Revwr

Action Code

Date Of Action

Mailed To

CONTR/

Date RCD From

APPR

Authority Remarks 1 01300 01 Preconstruction Submittals Submittal Register 1.5.2 G

2 02 41 00 01 Preconstruction Submittals Deconstruction Plan 1.2.1 G

3 02 41 00 01 Preconstruction Submittals Existing Conditions 1.9

4 02 41 00 07 Certificates Notification 1.6 G

5 03 30 53 02 Shop Drawings Installation Drawings 1.4 G

6 03 30 53 03 Product Data Air-Entraining Admixture 2.2.3.1

7 03 30 53 03 Product Data Accelerating Admixture 2.2.3.2

8 03 30 53 03 Product Data Water-Reducing or Retarding Admixture

2.2.3.3

9 03 30 53 03 Product Data Curing Materials 2.2.11

10 03 30 53 03 Product Data Expansion Joint Filler Strips, Premolded

2.2.6

11 03 30 53 03 Product Data Joint Sealants - Field Molded Sealants

2.2.7

12 03 30 53 03 Product Data Chemical Floor Hardener 2.4.1

13 03 30 53 03 Product Data Conveying and Placing Concrete 3.2

14 03 30 53 03 Product Data Mix Design Data 2.3 G

15 03 30 53 03 Product Data Ready-Mix Concrete 2.3

16 03 30 53 03 Product Data Curing Compound 2.4.2

17 03 30 53 03 Product Data Mechanical Reinforcing Bar Connectors

2.2.5

18 03 30 53 06 Test Reports Aggregates 2.2.2

19 03 30 53 06 Test Reports Concrete Mixture Proportions 2.1.3 G

20 03 30 53 06 Test Reports Compressive Strength Testing 3.9.3 G

21 03 30 53 06 Test Reports Slump 3.9.3 G

22 03 30 53 06 Test Reports Air Content 3.9.3

23 03 30 53 06 Test Reports Water 2.2.4

24 03 30 53 07 Certificates Cementitious Materials 2.2.1

25 03 30 53 07 Certificates Aggregates 2.2.2

26 03 30 53 07 Certificates Delivery Tickets 2.3

27 03 30 53 08 Manufacturer’s Instructions Chemical Floor Hardener 2.4.1

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Dobbins ARB, GA

CONTRACT NO:

CONTRACTOR:

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

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

28 03 30 53 08 Manufacturer’s Instructions Curing Compound 2.4.2

29 04 20 00 02 Shop Drawings Detail Drawings 3.4.1.1 G

30 04 20 00 03 Product Data Hot Weather Procedures 1.4.1 G

31 04 20 00 03 Product Data Cold Weather Procedures 1.4.2 G

32 04 20 00 03 Product Data Clay or Shale Brick 2.2.2 G

33 04 20 00 03 Product Data Cement 2.2.3.2.1 G

34 04 20 00 03 Product Data Cementitious Materials 2.4.1.1 G

35 04 20 00 04 Samples Clay or Shale Brick 2.2.2 G

36 04 20 00 04 Samples Admixtures for Masonry Mortar 2.4.1.2 G

37 04 20 00 04 Samples Anchors, Ties, and Bar Positioners 2.6.2 G

38 04 20 00 04 Samples Joint Reinforcement 2.6.3 G

39 04 20 00 05 Design Data Masonry Compressive Strength 2.1.2 G

40 04 20 00 05 Design Data Bracing Calculations 3.2.4 G

41 04 20 00 06 Test Reports Field Testing of Mortar 3.6.1.1

42 04 20 00 06 Test Reports Field Testing of Grout 3.6.1.2

43 04 20 00 07 Certificates Clay or Shale Brick 2.2.2

44 04 20 00 07 Certificates Cementitious Materials 2.4.1.1

45 04 20 00 07 Certificates Admixtures for Masonry Mortar 2.4.1.2

46 04 20 00 07 Certificates Admixtures for Grout 2.4.2.2

47 04 20 00 07 Certificates Anchors, Ties, and Bar Positioners 2.6.2

48 04 20 00 07 Certificates Joint Reinforcement 2.6.3

49 04 20 00 08 Manufacturer’s Instructions Admixtures for Masonry Mortar 2.4.1.2

50 04 20 00 08…