18-R-4005_Specifications.pdf

PROJECT NO.: FTFA 16-1182 SPEC NO.: 16BA

HEADQUARTERS

AIR FORCE DEVELOPMENT TEST CENTER (AFMC)

EGLIN AIR FORCE BASE, FLORIDA

SPECIFICATIONS

FOR

RENOVATE BUILDING 18-C

EGLIN AIR FORCE BASE

FLORIDA

27 SEPTEMBER 2017

FINAL SUBMITTAL FOR CONSTRUCTION

VOLUME I OF II

HEFFERNAN HOLLAND MORGAN ARCHITECTURE, P.A.

312 SOUTH ALCANIZ STREET

PENSACOLA, FLORIDA 32502

850/433-2799

796 CIVIL ENGINEERING GROUP

PROJECT NO.: FTFA 16-1182 SPEC NO.: 16BA

HEADQUARTERS

AIR FORCE DEVELOPMENT TEST CENTER (AFMC)

EGLIN AIR FORCE BASE, FLORIDA

SPECIFICATIONS

FOR

RENOVATE BUILDING 18-C

EGLIN AIR FORCE BASE

FLORIDA

27 SEPTEMBER 2017

FINAL SUBMITTAL FOR CONSTRUCTION

VOLUME II OF II

HEFFERNAN HOLLAND MORGAN ARCHITECTURE, P.A.

312 SOUTH ALCANIZ STREET

PENSACOLA, FLORIDA 32502

850/433-2799

796 CIVIL ENGINEERING GROUP

RENOVATE BUILDING 18-C FTFA 16-1182

EGLIN AFB, FL SPEC NO.: 16BA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 54 00 AFFIRMATIVE PROCUREMENT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

DIVISION 03 - CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 06 90 SCHEDULES OF FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

PROJECT TABLE OF CONTENTS Page 1

VOLUME I OF II

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS AND PRE-ENGINEERED FIRE PUMP BUILDINGS - BID

OPTION

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 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

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

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 21.00 40 AUTOMATIC TRANSFER SWITCHES

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 SOUND MASKING SYSTEM (COMPONENTS ONLY)

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 31 16.13 CHEMICAL TERMITE CONTROL

PROJECT TABLE OF CONTENTS Page 2

VOLUME II OF II

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

APPENDIX A - Asbestos and Lead-Based Paint Renovation

APPENDIX B - Memorandum for Record Security Door

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 DEFINITIONS

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Utility Outage Requests Utility Connection Requests Welding Permits Burning Permits

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Architectural:

This project consists of the complete interior renovation of a 15,000sf facility known as building "18-C", which was originally the dining hall and administrative support spaces for Dormitory 18. The existing facility is a cast-in-place (CIP) reinforced concrete post & beam structure with concrete masonry unit (CMU) infill walls. The roof is a low-slope membrane-surface that is relatively new, existing to remain and beyond the scope of this project. This project will produce a new Special Access Program Facility in

SECTION 01 11 00 Page 1 full accordance with referenced regulations.

DEMOLITION:

Exterior - All windows, doors, and louvers will be removed. Abandoned conduits and piping mounted to exterior wall surfaces will be removed and openings infilled.

Interior - All interior finish systems will be removed providing a "clean slate", bare to the structural concrete and CMU infill systems. Interior concrete floor slabs will be selectively cut, removed and excavated to allow the install of new raised access flooring, flush with adjacent concrete floor to remain. Note there is asbestos containing materials identified in an included survey that will be removed under this contract.

NEW WORK:

Exterior - All window openings, louvers and select door openings will be infilled with CMU to match the adjacent wall surfaces. The entire facility will be provided with a new high-build elastomeric paint finish. A new mechanical/electrical lean-to building will be constructed.

Interior - The interior of the facility will be completely reconfigured with new interior architectural systems consisting primarily of metal studs and drywall. The majority of doors and walls throughout the facility will be designed and built to ICD/ICS 705 standards for Wall type "A", Sound Group "4" for application in areas with amplified sound. Other architectural items include raised access flooring, suspended acoustical tile ceilings and ceramic tile wall and floors.

Structural:

The proposed project shall include the infill of the existing window openings and partial wall infill adjacent to existing wall openings at door locations. The new infill wall system shall be framed by 8" reinforced concrete masonry units CMU. The interior slab shall be demolished and recessed as required for the new access floor system. Furthermore, a new addition shall be provided which will be utilized for mechanical equipment.

The new addition shall be framed with reinforced CMU and shall bear on a shallow foundation system. The roof system shall consist of light gauge joists bearing on the CMU walls.

Mechanical:

The existing HVAC system is nearing the end of it's useful life and would not be compatible with the new floorplan or mission of the facility. It shall be removed and replaced in its entirety with new chilled water variable air volume equipment. A high efficiency condensing boiler will provide building heat and reheat for dehumidification. A new chiller shall be of the high efficiency air cooled type. The air-handling unit shall be of modular double wall construction. All systems shall be coordinated with the security requirements of the facility. All pumps and piping associated with the chilled and hot water systems within the footprint of the project with exception of select steam lines shall be replaced with new. The control system shall be of the direct digital electronic control (DDC) type. The new DDC system shall be fully integral and compatible with the existing EMCS (Schneider Electric Niagara AX) host computer system at Eglin Air Force Base.

Unit Heaters shall be provided for freeze protection while supply and exhaust fans shall provide ventilation in the Mechanical Rooms.

Plumbing:

The Plumbing fixtures shall all be replaced as required by the new architectural modifications. All fixtures shall be of the water conserving type.

SECTION 01 11 00 Page 2

Fire Suppression:

A new and complete wet pipe fire suppression system shall also be installed to protect the facility.

Electrical & Communications:

The entire interior electrical system will be replaced with new. The electrical service to the facility will be reworked and a 277/480V, 3 phase system will be installed. This system will serve both the 120/208V, 3 phase 60Hz and 400Hz systems. A new 400Hz generator will be installed. An overall 277/480V backup generator will be installed for the entire facility. A new fire alarm/mass notification system will be installed in a facility. New access control, CCTV, and intrusion detection systems are required throughout. Program areas are required to be separated from one another.

The communications networks consist of NIPR, SIPR, and Victory. These networks will utilize Cat 6 and mulitmode fiber. The installation shall comply with 96CS requirements.

1.3.2 Location

The work shall be located as indicated. The exact location will be shown by the Contracting Officer.

1.4 CONTRACT DRAWINGS

Soft copies of contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.5 WORK RESCHEDULING

Contractor shall allow for a maximum of 7 calendar days where construction activity is prohibitive. Government will provide 24 hour notification each time the restrictions are invoked.

Normal duty hours for work shall be from 7 a.m. to 5 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period.

1.6 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site; avoid site degradation and erosion.

Minimize environmental impact.

b. Use environmentally preferable products and decrease toxicity level of materials used.

c. Use renewable energy and material resources.

d. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

SECTION 01 11 00 Page 3

Consider the durability, maintainability, and flexibility of building systems.

e. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

f. Reduce construction waste through reuse, recycling, and supplier take-back.

1.7 OCCUPANCY OF PREMISES

Building will not be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.8 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.9 ON-SITE PERMITS

1.9.1 Utility Outage Requests and Utility Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contracting Officer may permit utility outages at his discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 5 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

SECTION 01 11 00 Page 4

1.9.2 Borrow, Excavation, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE

Burning Permits 5 calendar days prior to work

Welding Permits 5 calendar days prior to work

1.9.3 Confined Space Permit

Provide for confined space plan if required by base safety that meets the following:

1) The contractor is to abide by the provisions of AFI 91-203 (latest release) Chapter 23, and in particular Section 23.8 entitled "Contractor Responsibilities" by the providing of a qualified on-site rescue team for the duration of hazardous activity within the confines of the elevator shaft.

2) Contractor shall meet the general requirements of Section 23.8 and specifically, Section 23.8.2 requires the contractor to meet the Air Force Confined Space Program requirements as addressed in Section 23.2.5.

3) Hazardous activity includes but not limited to welding inside the shaft, painting inside the shaft, or cleaning as described in Chapter 23, Sections

23.3.9.1 through 23.3.9.3.

4) The contractor will provide an attendant (or superintendent) outside the elevator shaft during the hazardous work scheduled that meets the requirements addressed in Section 23.2.9.

5) The rescue team shall have hands-on training meeting the requirements of Section 23.7 entitled "Training". Contractor shall provide documentation that the qualified rescue team meets training requirements for government review and approval a minimum of 10 calendar days before hazardous activities begins.

6) Contractor shall resubmit his "Confined Space Plan" which addresses the above requirements.

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 14 00

WORK RESTRICTIONS

05/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Statement of Acknowledgement Form SF 1413; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.2.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 Identification Badges

Identification badges, if required, will be furnished without charge.

Application for and use of badges will be as directed.

1.2.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by

SECTION 01 14 00 Page 1 the Contractor Officer, Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 3 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.2.4 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.3 SECURITY REQUIREMENTS

1.3.1 Personnel List

Submit for approval, at least 4 days prior to the desired date of entry, the required affidavit and memorandum to the contract specialist for processing of personnel who require entry into Government property to perform work on the project. Furnish for each person:

a. Name

b. Date and place of birth

c. Citizenship

d. Home address

The request for personnel passes shall be accompanied with the following certification:

"I hereby certify that all personnel on this list are either born U.S.

citizens, naturalized U.S. citizens with the naturalization number shown."

Signature/Firm Name

1.3.1.1 Citizenship Requirements

Work under this contract is restricted to U.S. citizens.

1.3.1.2 Documents Acceptable for Proof of Citizenship

a. Birth registration card

b. Certificate of live birth, birth certificate

c. Certificate of Naturalization

d. Certificate of registration

e. DD-214 (Must Cite Birthplace)

SECTION 01 14 00 Page 2

f. DD Form 4 (Contract for Enlistment and Must Cite Birthplace)

g. DD 1966 (Application for Enlistment)

h. Military discharge papers (must cite birthplace)

i. Delayed birth certificate

j. Hawaii certificate of foreign birth

k. Hospital birth certificate

l. Marriage license certificate

m. Merchant marine certificate

n. Military officer ID card

o. Notification of birth registration

p. State of Hawaii ID card

q. USA passport

r. Verbal inquiry with State of Hawaii Vital Statistics Office

1.3.2 Vehicle List

Submit an original list of vehicles to be utilized at the work site with the following information for each vehicle:

a. Make

b. Year

c. Model

d. License number

e. Registered owner

1.3.3 Passes

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 days.

1.3.3.1 Control

Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.

SECTION 01 14 00 Page 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to issuance of contract notice to proceed.or commencing work on site.or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

SECTION 01 33 00 Page 1

Construction Progress Schedule

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

SECTION 01 33 00 Page 2

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative 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, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

SECTION 01 33 00 Page 3

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G Accident Prevention Plan; G Confined Space Plan; G

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

SECTION 01 33 00 Page 4

1.5 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.5.1 Submittals Required from the Contractor

As soon as practicable after award of contract, and before procurement of fabrication, forward to the Contracting Officer submittals required in the technical sections of this specification, including shop drawings, product data and samples. One copy of the transmittal form for all submittals shall be forwarded to the Resident Officer in Charge of Construction.

1.6 PREPARATION

1.6.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled, "Identifying Submittals," of this section. Process transmittal forms to record actions regarding samples.

Use AF Form 3000 for submitting both Government approved and information only submittals. This form will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.6.2 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

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

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

SECTION 01 33 00 Page 5

1.6.3 Format for SD-02 Shop Drawings

Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required.

Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

Shop drawings must be readable for acceptance by Base Civil Engineer.

Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled, "Identifying Submittals," of this section.

Number drawings in a logical sequence. Contractors may use their own number system. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space, no smaller than 2 inches on the right hand side of each sheet for the Government disposition stamp.

Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings.

Identify materials and products for work shown.

Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

1.6.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

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

Indicate, by prominent notation, each product which is being submitted;

indicate specification section number and paragraph number to which it pertains.

Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories

SECTION 01 33 00 Page 6

(UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer.

State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

Submit manufacturer's instructions prior to installation.

1.6.5 Format of SD-04 Samples

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

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. 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.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

SECTION 01 33 00 Page 7

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

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

1.6.6 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.6.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.

Indicate by prominent notation, each report in the submittal. Indicate specification number and paragraph number to which it pertains.

1.6.8 Format of SD-10 Operation and Maintenance Data (O&M)

Comply with the requirements specified for O&M Data format.

1.6.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

Submit four copies of submittals of shop drawings requiring review and approval only by QC organization and seven copies of shop drawings requiring review and approval by Contracting Officer.

1.7.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.7.3 Number of Samples SD-04 Samples

a. 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 approving authority and one will be returned to Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

SECTION 01 33 00 Page 8

1.7.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.7.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.7.6 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit three sets of administrative submittals.

1.8 SUBMITTAL REGISTER AND DATABASE

Submittals must be on AF Form 3000.

1.9 SCHEDULING

Progress reports shall be on AF Form 3064

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received from QC Manager.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. One copy of the approved submittal will be retained by the Contracting Officer and 6 copies of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.10.1 Review Notations

Contracting Officer review will be completed within 10 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" "or approved except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and

SECTION 01 33 00 Page 9 resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.11 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.13 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

SECTION 01 33 00 Page 10

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

1.14 PROGRESS SCHEDULE

Progress Reports shall be on AF Form 3065.

1.15 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 11

(a) (b) (c) (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 #

Classificati on: 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 01 11 00 01 Preconstruction Submittals Utility Outage Requests 1.10.1

2 01 11 00 01 Preconstruction Submittals Utility Connection Requests 1.10.1

3 01 11 00 01 Preconstruction Submittals Welding Permits 1.10.2

4 01 11 00 01 Preconstruction Submittals Burning Permits 1.10.2

5 01 14 00 01 Preconstruction Submittals List of Contact Personnel 1.2.1.1 G

6 01 14 00 01 Preconstruction Submittals Statement of Acknowledgement Form

SF 1413 G

7 01 33 00 01 Preconstruction Submittals Submittal Register 1.8 G

8 01 33 00 01 Preconstruction Submittals Accident Prevention Plan G

9 01 33 00 01 Preconstruction Submittals Confined Space Plan G

10 01 35 26 01 Preconstruction Submittals Accident Prevention Plan (APP) G

11 01 35 26 01 Preconstruction Submittals Activity Hazard Analysis (AHA) 1.6 G

12 01 35 26 06 Test Reports Reports 1.10

13 01 35 26 06 Test Reports Accident Reports 1.10.1

14 01 35 26 07 Certificates License Certificates

15 01 35 26 07 Certificates Contractor Safety Self-Evaluation Checklist G

16 01 35 26 07 Certificates Machinery & Mechanized Equipment Certification Form 3.2.2

17 01 50 00 01 Preconstruction Submittals Construction site plan 1.4 G

18 01 54 00 03 Product Data Product Sources and Information 2.1

19 01 54 00 07 Certificates Product Sources and Information 2.1

20 01 74 19 01 Preconstruction Submittals Waste Management Plan 1.6 G

21 01 74 19 11 Closeout Submittals Records 1.7

22 01 78 00 03 Product Data Warranty Management Plan 1.4.1 G

23 01 78 00 11 Closeout Submittals Record Drawings 1.3.1

24 01 78 00 11 Closeout Submittals Interim Form DD1354 1.6 G

25 01 91 00.15 01 Preconstruction Submittals Commissioning Firm 1.6 G

26 01 91 00.15 01 Preconstruction Submittals Lead Commissioning Specialist 1.6.1 G

27 01 91 00.15 01 Preconstruction Submittals Technical Commissioning Specialists 1.6.2 G

28 01 91 00.15 06 Test Reports Design Review Report 3.1.3 G

29 01 91 00.15 06 Test Reports Interim Construction Phase Commissioning Plan 3.1.2.1 G

30 01 91 00.15 06 Test Reports Final Construction Phase Commissioning Plan 3.1.2.2 G

31 01 91 00.15 06 Test Reports Pre-Functional Checklists 3.1.5.2 G

32 01 91 00.15 06 Test Reports Issues Log 1.7

33 01 91 00.15 06 Test Reports Commissioning Report 3.2 G

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Renovate Building #18-C

SUBMITTAL REGISTER

JOB NAME:

LOCATION: EGLIN AFB, FLORIDA

CONTRACT NO: FTFA 16-1182 / SPEC NO 16BA

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Renovate Building #18-C

SUBMITTAL REGISTER

JOB NAME:

LOCATION: EGLIN AFB, FLORIDA

CONTRACT NO: FTFA 16-1182 / SPEC NO 16BA

CONTRACTOR:

34 01 91 00.15 07 Certificates Certificate of Readiness 1.8 G

35 01 91 00.15 10 Operation and Maintenance Data Training Plan 3.1.6 G

36 01 91 00.15 10 Operation and Maintenance Data Training Attendance Rosters 3.1.6 G

37 02 41 00 01 Preconstruction Submittals Demolition Plan 1.2.1 G

38 02 41 00 01 Preconstruction Submittals Existing Conditions 1.9

39 02 41 00 07 Certificates Notification 1.6 G

40 02 82 16.00 20 03 Product Data Local Exhaust Equipment 3.1.4 G

41 02 82 16.00 20 03 Product Data Vacuums 3.1.5 G

42 02 82 16.00 20 03 Product Data Respirators 3.1.1.1 G

43 02 82 16.00 20 03 Product Data Pressure Differential Automatic Recording Instrument 3.1.4 G

44 02 82 16.00 20 03 Product Data Glovebags 3.1.7 G

45 02 82 16.00 20 03 Product Data Material Safety Data Sheets (Msds) for all materials 1.3.8 G

46 02 82 16.00 20 06 Test Reports Air Sampling Results 1.5.5 G

47 02 82 16.00 20 06 Test Reports Pressure Differential Recordings For Local Exhaust System 1.5.6 G

48 02 82 16.00 20 06 Test Reports Asbestos Disposal Quantity Report G

49 02 82 16.00 20 06 Test Reports Encapsulation Test Patches G

50 02 82 16.00 20 06 Test Reports Clearance Sampling 3.2.6.3 G

51 02 82 16.00 20 07 Certificates Asbestos Hazard Abatement Plan 1.3.9 G

52 02 82 16.00 20 07 Certificates Testing Laboratory 1.3.10 G

53 02 82 16.00 20 07 Certificates Private Qualified Person Documentation 1.5.1 G

54 02 82 16.00 20 07…