Attch 1 - Specifications for Bldg 91262.pdf

prepared for:

AFTC/PZIOC Eglin AFB, Florida

Final Design Submittal prepared by: August 18, 2021 Bullock Tice Associates - Pensacola, Florida

801 SOAMXS

Building 91262 Hurlburt Field, Florida

Project No.

BTA No. 146316.17

Specifications

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Lvassaur Text Box

801 SOAMXS Building 91262 Hurlburt Field, Florida

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project consists of replacing existing storage mezzanine with higher capacity steel framed, poured concrete, second level and adding a cargo lift. The second level will require an additional egress stair to be added to the exterior of the building. Interior convenience stair will be rebuilt. Interior overhead doors will be replaced with overhead doors that work with new clearances of the 2nd floor. Walls will infill the upper areas of the openings.. Interior spaces will be redesigned for the tool issue counter with motorized shutter, and removal of existing raised platform. This will require openings to the hangar pass through windows to be modified. Existing casework is to be reused. Office workspaces (five in upper level/ten downstairs) will be added to the main storage area. Office spaces on the first floor will be separated from storage area by wall.

Second floor offices will be open to storage space. Additional openings and opening modifications will be accomplished. An existing louver is not in use and wall will be infilled to maintain fire rating needed for new exterior stair. A new double door will allow access from the parts storage into the hangar bay. This area is constrained by cross bracing and conduit lines in the hangar bay and it is acknowledged that larger items will have to be routed around the exterior of the building through the hangar doors.

The cargo lift will be electrically operated lift. The adjacent hangar lift was investigated and the manufacturer of that lift (Southworth) no longer makes that type of lift. Hydraulic lifts typically max out at 4000 lb.

capacity and the cost difference between hydraulic and electric at higher capacities becomes negligible. The unit will be enclosed at the lower lever by fencing and at the upper floor by fire rated enclosure and doors per code requirements. Refer to the fire protection section of this analysis for life safety information.

Walls around the new interior stair and the new cargo lift will be concrete block for durability. The wall separating the offices will be stud wall to avoid expense of tearing out slab for foundation walls.

1.1.2 Location

The work is located within and immediately adjacent to the west end of existing building 90310 on Hurlburt Field, Florida.

Building location is indicated on the construction drawings.

1.2 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, 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.

SECTION 01 11 00 Page 1

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Digging permits must be submitted at least 2 weeks prior to excavating.

Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.4 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within the base perimeter.

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SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. Code (USC)

8 USC 1101 Definitions

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1)

(2)

b. The building will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any roads or utility service must be requested a minimum of 14 calendar days prior to the desired date of interruption.

Road cuts are not allowed unless specifically identified in the design documents.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Base Regulations

Ensure that Contractor personnel employed on the Base become familiar with and obey Base regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Identification Badges and Installation Access

Application for and use of badges will be as directed by the Contracting Officer. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, SECTION 01 14 00 Page 1 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.

1.3.2 Working Hours

Regular working hours must consist of a period between 7 a.m. and 4:00 p.m., Monday through Friday, , excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 72 hours 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. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and other major utilities are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

1.4 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area," and the following apply:

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SECTION 01 14 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-04 Samples

Color Boards; G

1.3 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit one set of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board. If more space is needed, more than one board per set may be submitted.

Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.4 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract. Provide other insurance coverage as required by law.

SECTION 01 30 00 Page 1

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work.

1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 5 years experience in construction with at least 2 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance, to include successful completion of the OSHA 10-hour Training Course within the past 3 years. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.5.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.5.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time, for excess costs or damages by the Contractor.

1.6 PRECONSTRUCTION

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.7 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter

SECTION 01 30 00 Page 2

Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

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SECTION 01 30 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 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 start of construction.

Certificates of insurance

Surety bonds

Construction progress schedule

Submittal register

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.

SECTION 01 33 00 Page 1

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

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. Unless specified in another section, 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 the 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 document purpose is to further promote the 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.

SECTION 01 33 00 Page 2

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 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

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.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Government approval is required for the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

SECTION 01 33 00 Page 3

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

Utilize the electronic Adobe PDF version of the Air Force Form 3000 Material Approval Submittal available on the Air Force E-Publishing web page. Use separate forms for different engineering disciplines.

1.4.2 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DWG) will be provided to the Contractor. These drawings may only be provided after award.

1.4.2.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.4.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a

SECTION 01 33 00 Page 4 single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Unless otherwise directed by the Contracting Officer, email all submittals (with the exception of required samples) to the designated Contact Specialist/Administrator for this project. If submittals contain sensitive information up to 8 Gb of data/files can be submitted through the DoD Safe Website at https://safe.apps.mil.

When required, provide hard copies of submittals when requested by the Contracting Officer. Up to 2 additional hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the Government.

1.5 QUANTITY OF SUBMITTALS

1.5.1 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.

1.6 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required.

SECTION 01 33 00 Page 5

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

1.8 VARIATIONS

Variations from contract requirements require Government approval and will be considered where advantageous to Government.

1.8.1 Considering Variations

Discussion with Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to the Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.9 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Except as specified otherwise, allow government review period, beginning with the receipt by approving authority, that includes at least 20 working days for Contracting Officer approval. For submittals

SECTION 01 33 00 Page 6 requiring review by fire protection engineer, allow government review period, beginning with the receipt by approving authority, that includes 30 working days for Contracting Officer approval. .

d. Period of review for each resubmittal is the same as for initial submittal. Additional contract performance time will not be given for disapproved submittals.

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

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 REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals.

1.10.1 Review Notations

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 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

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 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.

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If changes are necessary to submittals, 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 the general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

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.

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.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 30 PAGES

Alter AC Maintenance Hangar 801SOAMXS Building 91262

01 30 00 SD-04 Samples

1.3 GColor Boards

01 33 00 SD-01 Preconstruction Submittals 1.7Submittal Register

01 35 26 SD-07 Certificates GConfined Space Entry Permit

1.7.1Hot Work Permit 01 45 35 SD-01 Preconstruction Submittals

GProject Manual 3.1.2Written Practices 3.1.2NDT Procedures and Equipment

Calibration Records SD-06 Test Reports

3.1.2Daily Reports 3.1.1Biweekly Reports

SD-07 Certificates 2.1Fabrication Plant 2.1Certificate of Compliance

1.5 GSpecial Inspector

3.1.2Qualification Records

SD-11 Closeout Submittals

2.1 GComprehensive Final Report

3.1.2 GComprehensive Final Report

01 50 00 SD-01 Preconstruction Submittals 1.3Construction Site Plan

3.4.1 GTraffic Control Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

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ITEM SUBMITTED

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G O V T

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APPROVAL

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 30 PAGES

01 50 00 SD-06 Test Reports

1.4 GBackflow Preventer Tests

01 57 19 SD-01 Preconstruction Submittals

1.5.1 GRegulatory Notifications

1.6 GEnvironmental Protection Plan

3.2.1.2 GStormwater Notice of Intent

3.2.1.1 GStormwater Pollution Prevention

Plan (SWPPP) GDewatering Permit

SD-06 Test Reports

3.7.1.1 GSolid Waste Management Report

SD-11 Closeout Submittals

3.2.1.4 GStormwater Pollution Prevention

Plan Compliance Notebook

3.2.1.5 GStormwater Notice of Termination

3.7.1.1 GSolid Waste Management Report

1.5.1 GRegulatory Notifications

3.20 GCertification of No

Asbestos/Lead-based Paint/PCB Letter

01 78 00 SD-03 Product Data

1.4.1 GWarranty Management Plan

SD-08 Manufacturer’s Instructions Instructions

SD-10 Operation and Maintenance Data

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01 78 00 3.3Operation and Maintenance Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.2 GRecord Drawings

01 78 23 SD-10 Operation and Maintenance Data

1.4 GO&M Database

3.1.1 GTraining Content

02 41 00 SD-01 Preconstruction Submittals GDemolition Plan

1.9Existing Conditions SD-07 Certificates

1.6 GNotification

Notification of Demolition and Renovation Form

SD-11 Closeout Submittals Receipts

03 30 00 SD-01 Preconstruction Submittals Concrete Curing Plan

1.6.5 GQuality Control Plan

1.6.6 GQuality Control Personnel

Certifications 1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

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03 30 00 GForm Removal Schedule SD-02 Shop Drawings Formwork

1.6.2.1 GReinforcing Steel

SD-03 Product Data

2.4.8Joint Sealants 2.4.7Joint Filler 2.1Materials for Forms

Recycled Aggregate Materials 2.4.1Cementitious Materials 2.4.6Vapor retarder and Vapor Barrier 2.3.3Concrete Curing Materials 2.5Reinforcement

Liquid Chemical Floor Hardener 2.4.5Admixtures 2.5.2Mechanical Reinforcing Bar

Connectors Waterstops

1.8.1Local/Regional Materials SD-05 Design Data

2.3.1 GMix Design

SD-06 Test Reports

1.6.1.1 GConcrete Mix Design

1.6.3.1Fly Ash 1.6.3.1Pozzolan

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03 30 00 Ground Granulated Blast-Furnace Slag

2.4.3Aggregates

3.12.2.3 GCompressive Strength Tests

3.12.2.5Unit Weight of Structural

Concrete 3.12.2.6Ion Concentration 3.12.2.4Air Content 3.12.2.1Slump Tests 2.4.2Water

SD-07 Certificates 2.5.1Reinforcing Bars

Welder Qualifications Material Safety Data Sheets Forest Stewardship Council (FSC) Certification

1.6.6.1Field Testing Technician and Testing Agency

SD-08 Manufacturer’s Instructions Liquid Chemical Floor Hardener

2.3.3Curing Compound 04 20 00 SD-03 Product Data

1.5.1Hot Weather Procedures 1.5.2Cold Weather Procedures

SD-04 Samples

2.2.2.2 GConcrete Masonry Units (CMU)

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04 20 00 2.6.2 GAnchors, Ties, and Bar Positioners

2.6.3 GJoint Reinforcement

2.6.6 GClay Masonry Expansion-Joint

Materials SD-05 Design Data

2.1.2Masonry Compressive Strength SD-06 Test Reports

3.6.1.2Field Testing of Grout 3.6.1.3Prism Tests 3.6.1.4Water Penetration Test

SD-07 Certificates 1.3.1Special Masonry Inspector

Qualifications 2.2.2.2Concrete Masonry Units (CMU) 2.6.2Anchors, Ties, and Bar

Positioners 2.6.3Joint Reinforcement

SD-08 Manufacturer’s Instructions 2.4.1.3Admixtures for Masonry Mortar 2.4.2.2Admixtures for Grout

05 12 00 SD-01 Preconstruction Submittals 1.4.1.1Erection Drawings

SD-02 Shop Drawings

1.4.2 GFabrication drawings

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05 12 00 1.4.3 GEngineered Railing Shop Drawings

SD-03 Product Data 2.5.2Shop primer 2.4.1Welding electrodes and rods 2.3.2.3Direct Tension Indicator Washers 2.4.2Non-Shrink Grout 2.3.3Tension control bolts

SD-06 Test Reports 2.5.2Class B coating 2.3Bolts, nuts, and washers 3.6.1.2Weld Inspection Reports

SD-07 Certificates 2.2Steel 2.3Bolts, nuts, and washers 1.4.4.1Welding procedures and qualifications 2.4.1Welding electrodes and rods

05 30 00 SD-02 Shop Drawings

1.3.5 GFabrication Drawings

SD-03 Product Data 2.2Accessories 2.1Deck Units 2.1.3Galvanizing Repair Paint 2.2.17Mechanical Fasteners 2.1.3Touch-up Paint

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05 30 00 Sound Absorbing Materials 1.3.3Welding Equipment 1.3.3Welding Rods and Accessories

SD-04 Samples Metal Roof Deck Units Cellular Metal Floor Deck Units

2.2.4Flexible Closure Strips Acoustical Material

SD-05 Design Data

2.1 GDeck Units

SD-07 Certificates 1.3.2Powder-Actuated Tool Operator 1.3.3Welder Qualifications 1.3.3Welding Procedures 1.3.4.1Fire Safety

Wind Storm Resistance 1.3.1Manufacturer's Certificate 2.2.12Stud Manufacture's Certification 2.2.12Stud Manufacture's Test Reports

SD-11 Closeout Submittals

2.1 SRecycled Content of Steel

Products 05 51 00 SD-02 Shop Drawings

2.1 GIron and Steel Hardware

2.1 GSteel Shapes, Plates, Bars, and

Strips

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05 51 00 2.2.1 GMetal Stair System SD-03 Product Data

2.4.1 GStructural-Steel Plates, Shapes, and Bars

GHot-Rolled Carbon Steel Sheets and Strips

2.4.2 GHot-Rolled Carbon Steel Bars

2.3.2 GConcrete Inserts

2.3.3 GMasonry Anchorage Devices

2.2.3 GProtective Coating

GSteel Pan Stairs GSteel Stairs

SD-07 Certificates

1.3.1 GWelding Procedures

1.3.1 GWelder Qualification

SD-08 Manufacturer’s Instructions

2.4.1 GStructural-Steel Plates, Shapes, and Bars GHot-Rolled Carbon Steel Sheets and Strips

2.4.2 GHot-Rolled Carbon Steel Bars

2.2.3 GProtective Coating

2.3.3 GMasonry Anchorage Devices

05 52 00 SD-02 Shop Drawings

1.2.1 GFabrication Drawings

3.2 GIron and Steel Hardware

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05 52 00 3.2 GSteel Shapes, Plates, Bars and Strips

SD-03 Product Data

2.2.1 GStructural-Steel Plates, Shapes, and Bars

2.2.2 GStructural-Steel Tubing

GCold-Finished Steel Bars

2.2.5 GConcrete Inserts

2.2.6 GMasonry Anchorage Devices

2.1.2 GProtective Coating

2.2.8 GSteel Railings and Handrails

GAluminum Railings and Handrails

1.2.1 GAnchorage and Fastening

Systems SD-07 Certificates

1.4.1 GWelding Procedures

1.4.2 GWelder Qualification

SD-08 Manufacturer’s Instructions 3.2Installation Instructions

07 21 13 SD-03 Product Data

1.3 GManufacturer's Standard Details

2.2 GBlock or Board Insulation

2.3 GVapor Retarder

2.3 GPressure Sensitive Tape

1.4 GProtection Board or Coatings

2.5 GAccessories

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07 21 13 SD-07 Certificates

2.2 GBlock or Board Insulation

2.3 GVapor Retarder

2.4 GProtection Board or Coating

3.4.4 GProtection Board or Coating

1.8 GSpecial Warranties

1.8 GSpecial Warranties

1.5 GULE Greenguard

SD-08 Manufacturer’s Instructions 2.2Block or Board Insulation 2.5.1Adhesive

SD-11 Closeout Submittals

1.5 SULE Greenguard

2.1.1 SVolatile Organic Compound

(VOC) Content

2.1.2 SRecycled Content

07 21 16 SD-03 Product Data 2.1Blanket Insulation 2.3Pressure Sensitive Tape 2.4Accessories

SD-08 Manufacturer’s Instructions 3.2.1Insulation

07 84 00 SD-02 Shop Drawings 2.1Firestopping System

SD-03 Product Data 2.2Firestopping Materials

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07 84 00 SD-06 Test Reports 3.3Inspection

SD-07 Certificates 1.5.2Inspector Qualifications 2.2Firestopping Materials 1.5.1Installer Qualifications

07 92 00 SD-03 Product Data 2.1Sealants 3.4.6Bond Breakers 3.4.4Backstops

SD-07 Certificates 2.1.1Indoor Air Quality

SD-11 Closeout Submittals 2.1.1Indoor Air Quality 2.2Indoor Air Quality For Interior

Caulking 08 11 13 SD-02 Shop Drawings

2.1 GDoors

2.1 GDoors

2.4 GFrames

2.4 GFrames

2.2Accessories 2.6Weatherstripping

SD-03 Product Data

2.1 GDoors

2.4 GFrames

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08 11 13 2.2Accessories 2.6Weatherstripping

08 33 13 SD-02 Shop Drawings

1.3 GDetail Drawings

SD-03 Product Data 1.5Warranty 2.1Rolling Counter Doors 3.1Installation 3.4Cleaning

SD-06 Test Reports 3.3Drop-test

SD-11 Closeout Submittals 2.3Fire-Rated Rolling Counter Door

08 33 23 SD-02 Shop Drawings 2.2.1Overhead Coiling Doors 2.2.3Counterbalancing Mechanism 2.2.4Manual Door Operators 2.2.5Electric Door Operators

2.2.1.3 GBottom Bars

2.1.1.1 GGuides

2.2.3.1 GMounting Brackets

2.2.1.8 GOverhead Drum

3.3.2 GHood

2.1.1.1 GInstallation Drawings

SD-03 Product Data

2.2.1 GOverhead Coiling Doors

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08 33 23 2.2.2 GHardware

2.2.3 GCounterbalancing Mechanism

2.2.4 GManual Door Operators

SD-05 Design Data

2.2.1 GOverhead Coiling Doors

2.2.2 GHardware

2.2.3 GCounterbalancing Mechanism

2.2.5 GElectric Door Operators

SD-10 Operation and Maintenance Data

3.3.2 GOperation and Maintenance

Manuals

3.3.2 GMaterials

3.3.2 GDevices

3.3.2 GProcedures

3.3.2 GManufacture's Brochures

3.3.2 GParts Lists

SD-11 Closeout Submittals

3.3.1 GWarranty

08 71 00 SD-02 Shop Drawings

1.3 GManufacturer's Detail Drawings

1.3 GVerification of Existing Conditions

1.5 GHardware Schedule

2.3.6 GKeying System

SD-03 Product Data

2.3 GHardware Items

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08 71 00 SD-08 Manufacturer’s Instructions…