Attch 1 - Specifications for Min-Mall Conversion Bldg 90228.pdf

prepared for:

AFSOC 1 SOCES Hurlburt Field, Florida

Final Design Submittal prepared by: May 6, 2021 Bullock Tice Associates - Pensacola, Florida

Convert Minimall for SOAOS

Building 90228 Hurlburt Field, Florida

Contract No. CP1039541

BTA No. 146316.16

Specifications

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Lvassaur Robert Rice

1SOAOS Bldg 90228 Convert Minimall to Admin 14631616

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 work includes interior demolition and construction of new walls, doors, access control hardware, communications, power circuits and outlets, adjustments to HVAC systems, acoustical ceilings, carpet and finishes as indicated to convert a portion of the existing Minimall Building 90228 to administrative space for 1 SOAOS.

1.1.2 Location

The work is located within existing building 90228 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.

1.3 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.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

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.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 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.

1.2.1.1 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.

1.2.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, 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 must consist of a period between 7 a.m. and 4:00 p.m., Monday through Friday, , excluding Government holidays.

1.2.3 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

SECTION 01 14 00 Page 1 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.

1.2.4 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.

1.3 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," applies.

PART 2 PRODUCTS

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PART 3 EXECUTION

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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

1.2 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.

1.3 SUPERVISION

1.3.1 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.

1.3.2 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.

1.3.2.1 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.

1.3.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer

SECTION 01 30 00 Page 1 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.

1.4 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.

1.5 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 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.

1.6 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.

PART 2 PRODUCTS

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PART 3 EXECUTION

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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-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.

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

SECTION 01 33 00 Page 2 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:

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.

SECTION 01 33 00 Page 3

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 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 Contract Specialist/Administrator for this Project. If submittals contain sensitive information, up to 8 GB of date/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

SECTION 01 33 00 Page 4 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.

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.

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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 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.

SECTION 01 33 00 Page 6

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.

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.

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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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SECTION 01 33 00 Page 8

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 12 PAGES

1SOAOS Bldg 90228 Convert Minimall to Admin

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 50 00 SD-01 Preconstruction Submittals

1.3Construction Site Plan

3.4.1 GTraffic Control Plan

SD-06 Test Reports

1.4 GBackflow Preventer Tests

01 57 19 SD-01 Preconstruction Submittals 1.6.1Preconstruction Survey

1.10 GSolid Waste Management Permit

1.6.2 GRegulatory Notifications

1.7 GEnvironmental Protection Plan

3.2.1.2 GStormwater Notice of Intent

1.7.9.1 GDirt and Dust Control Plan

1.6.5 GEmployee Training Records

1.6.4 GEnvironmental Manager

Qualifications SD-06 Test Reports

3.7.1.1.2Laboratory Analysis 3.2.1.3Inspection Reports

3.7.2.1 GSolid Waste Management Report

SD-07 Certificates

1.6.5 GEmployee Training Records

SUBMITTAL REGISTER

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01 57 19 1.6.5.1Certificate of Competency 1.6.5Erosion and Sediment Control

Inspector 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 GWaste Determination

Documentation

3.7.3.6 GDisposal Documentation for

Hazardous and Regulated Waste

1.6.5 GAssembled Employee Training

Records

1.10 GSolid Waste Management Permit

3.7.2.1 GSolid Waste Management Report

3.7.3.1 GHazardous Waste/Debris

Management

1.6.2 GRegulatory Notifications

3.7.2.1 GSales Documentation

3.7.2.1Contractor Certification

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

SUBMITTAL REGISTER

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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

1.3 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

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 92 00 SD-03 Product Data 2.1Sealants

SUBMITTAL REGISTER

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07 92 00 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 GFrames

2.1 GFrames

Accessories SD-03 Product Data

2.1 GFrames

Accessories

08 14 00 SD-02 Shop Drawings 2.2Doors

SD-03 Product Data 2.2Doors 2.3Accessories 1.5Warranty

SD-04 Samples 2.2Doors

SD-06 Test Reports 2.5Cycle-Slam 2.5Hinge Loading Resistance

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 12 PAGES

08 14 00 SD-07 Certificates Certificates of Grade

SD-11 Closeout Submittals 1.5Warranty

08 71 00 SD-02 Shop Drawings 1.3Manufacturer's Detail Drawings 1.3Verification of Existing Conditions 1.4Hardware Schedule 2.3.6Keying System

SD-03 Product Data 2.3Hardware Items

SD-08 Manufacturer’s Instructions 3.1Installation

SD-10 Operation and Maintenance Data

1.4Hardware Schedule SD-11 Closeout Submittals

1.5.1Key Bitting 09 22 00 SD-02 Shop Drawings

2.1Metal support systems 09 29 00 SD-03 Product Data

1.3Certifications 2.2.1Gypsum Board

SD-07 Certificates 2.2Asbestos Free Materials 1.3.1Indoor Air Quality

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 12 PAGES

09 29 00 SD-08 Manufacturer’s Instructions 2.2Material Safety Data Sheets

SD-10 Operation and Maintenance Data

2.2Manufacturer Maintenance Instructions

09 51 00 SD-03 Product Data

1.2.4 GAcoustical Ceiling Systems

Certification SD-04 Samples

2.1.1Acoustic Ceiling Tiles SD-06 Test Reports

1.2.1Ceiling Attenuation Class and Test

SD-07 Certificates 2.1.1Acoustic Ceiling Tiles

09 65 00 SD-03 Product Data 2.2Adhesives

2.1 GWall Base

SD-04 Samples 2.5Resilient Flooring and

Accessories SD-06 Test Reports Moisture, Alkalinity and Bond Tests

SD-08 Manufacturer’s Instructions

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 12 PAGES

09 65 00 3.2Surface Preparation 3.1Installation

SD-10 Operation and Maintenance Data

2.5 GResilient Flooring and

Accessories

09 68 00 SD-02 Shop Drawings GInstallation Drawings

SD-03 Product Data

2.1 GCarpet

2.4 GMoldings

2.1.1 GPhysical Characteristics

SD-04 Samples 2.1Carpet 2.4Moldings

SD-06 Test Reports 3.2Moisture and Alkalinity Tests

SD-07 Certificates 1.3.1Indoor Air Quality

SD-08 Manufacturer’s Instructions 3.1Surface Preparation 3.4Installation

SD-10 Operation and Maintenance Data

2.1Carpet 3.5Cleaning and Protection

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 12 PAGES

09 68 00 Maintenance Service SD-11 Closeout Submittals

1.6Warranty 09 90 00 SD-03 Product Data

2.1Materials 2.1Coating 2.1Manufacturer's Technical Data

Sheets Sealant

SD-04 Samples 1.9Color

SD-07 Certificates 1.3Applicator's qualifications

SD-08 Manufacturer’s Instructions 3.3.1Application instructions 3.6.2Mixing 1.6.2Manufacturer's Material Safety

Data Sheets SD-10 Operation and Maintenance Data

2.1Coatings:

23 05 93 SD-02 Shop Drawings

1.3.3TAB Schematic Drawings and Report Forms

SD-03 Product Data

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23 05 93 1.3Equipment and Performance Data

1.5.3.4 GTAB Related HVAC Submittals

1.5.2 GTAB Procedures

1.5.4 GTAB Execution

SD-06 Test Reports 3.3.7Certified Final DALT Report 1.6.2.1TAB Design Review Report 1.5.5.2TAB Report

SD-07 Certificates 1.5.1Independent TAB Agency and

Personnel Qualifications 1.6.2DALT and TAB Submittal and

Work Schedule 1.6.2.2TAB Pre-Field Engineering

Report 1.5.3.1TAB Firm 1.6.2Advanced Notice for TAB Field

Work 1.6.2Prerequisite HVAC Work Check

Out List 23 07 00 SD-02 Shop Drawings

2.3Pipe Insulation Systems 2.4Duct Insulation Systems 2.5Equipment Insulation Systems

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 12 PAGES

23 07 00 2.3 GPipe Insulation Systems

2.4 GDuct Insulation Systems

2.5 GEquipment Insulation Systems

SD-08 Manufacturer’s Instructions

2.3 GPipe Insulation Systems

2.4 GDuct Insulation Systems

2.5 GEquipment Insulation Systems

23 30 00 SD-02 Shop Drawings

1.4.4 GDetail Drawings

SD-03 Product Data 2.9.1.1Metallic Flexible Duct 2.9.1.2Insulated Nonmetallic Flexible

Duct Runouts 2.9.1.2Duct Connectors

2.9.2 GDuct Access Doors

2.9.3Fire Dampers

2.9.4 GManual Balancing Dampers

2.9.8.1Diffusers 2.9.8.2Registers and Grilles

SD-06 Test Reports

3.7 GDamper Acceptance Test

SD-07 Certificates 1.4.3Ozone Depleting Substances

Technician Certification SD-08 Manufacturer’s Instructions

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 12 PAGES

23 30 00 3.2Manufacturer's Installation Instructions

SD-10 Operation and Maintenance Data

3.10.1 GOperation and Maintenance

Manuals

2.9.3 GFire Dampers

2.9.4 GManual Balancing Dampers

23 81 00 SD-03 Product Data 3.6.1Spare Parts 3.5System Performance Tests 1.4Inventory 2.1Supplied Products 2.2Manufacturer's Standard Catalog

Data SD-06 Test Reports

3.4Refrigerant Tests, Charging, and Start-Up

3.5System Performance Tests SD-07 Certificates

3.6.2Service Organizations 26 20 00 SD-02 Shop Drawings

2.9 GPanelboards

SD-03 Product Data

2.8 GReceptacles

2.9.3 GCircuit Breakers

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 12 PAGES

26 20 00 2.7 GSwitches SD-06 Test Reports

3.5.2 G600-volt Wiring Test

26 51 00 SD-03 Product Data

2.2.1.1 GSwitches

27 05 29.00 10 SD-02 Shop Drawings

1.3.3 GPDS Design

1.3.4 GPDS Design Technical Review

1.3.5 GPDS Design Approval

SD-03 Product Data Pull Boxes Drop Boxes

SD-04 Samples Drop Boxes

SD-11 Closeout Submittals 3.3.2.1User Drop Box 3.3.2.2Other Enclosures

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SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

11/11

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. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 150/5300-13 (2012; Rev A; Change 1 2014) Airport Design

FAA AC 70/7460-1 (2007; Rev K) Obstruction Marking and Lighting

1.2 DEFINITIONS

1.2.1 Landing Areas

"Landing Areas" means:

a. The primary surfaces, comprising the surface of the runway, runway shoulders, and lateral safety zones. The length of each primary surface is the same as the runway length. The width of each primary surface is 2000 feet ( 1000 feet on each side of the runway centerline).

b. The "clear zone" beyond the ends of each runway is the extension of the primary surface for a distance of 3000 feet beyond each end of each runway.

c. All taxiways, plus the lateral clearance zones along each side for the length of the taxiways (the outer edge of each lateral clearance zone is laterally 250 feet from the far or opposite edge of the taxiway (example: a 75 foot widetaxiway must have a combined width and lateral clearance zone of 425 feet.)

d. All aircraft parking aprons, plus the area 125 feet in width extending beyond each edge all around the aprons.

1.2.2 Safety Precaution Areas

“Safety Precaution Areas” means those portions of approach-departure clearance zones and transitional zones where placement of objects incident to contract performance might result in vertical projections at or above the approach-departure clearance, or the transitional surface.

a. The “approach-departure clearance surface” is an extension of the primary surface and the clear zone at each end of each runway, for a distance of 50,000 feet, first along an inclined (glide angle) and then along a horizontal plane, both flaring symmetrically about the runway centerline extended.

SECTION 01 35 13 Page 1

(1) The inclined plane (glide angle) begins in the clear zone 200 feet past the end of the runway (and primary surface) at the same elevation as the end of the runway. It continues upward at a slope of 50:1 ( 1 foot vertically for each 50 feet horizontally) to an elevation of 500 feet above the established airfield elevation. At that point the plane becomes horizontal, continuing at that same uniform elevation to a point 50,000 feet longitudinally from the beginning of the inclined plane (glide angle) and ending there.

(2) The width of the surface at the beginning of the inclined plane (glide angle) is the same as the width of the clear zone. It then flares uniformly, reaching the maximum width of 16,000 feetat the end.

b. The “approach-departure clearance zone” is the ground area under the approach-departure clearance surface.

c. The “transitional surface” is a sideways extension of all primary surfaces, clear zones, and approach-departure clearance surfaces along inclined planes.

(1) The inclined plane in each case begins at the edge of the surface.

(2) The slope of the incline plane is 7:1 ( 1 foot vertically for each 7 feet horizontally). It continues to the point of intersection with the:

(a) Inner horizontal surface (which is the horizontal plane 150 feet above the established airfield elevation); or

(b) Outer horizontal surface (which is the horizontal plane 500 feet above the established airfield elevation), whichever is applicable.

d. The “transitional zone” is the ground area under the transitional surface. (It adjoins the primary surface, clear zone, and approach-departure clearance zone.)

PART 2 PRODUCTS

2.1 AIRFIELD OBSTRUCTION LIGHTS

Airfield obstruction lights must conform to FAA AC 70/7460-1 and have red or white lenses.

PART 3 EXECUTION

3.1 HAZARDS TO AIRFIELD OPERATION

In addition to "DFARS 252.236-7005, Airfield Safety Precautions," the following paragraphs apply.

3.1.1 Operations on the Airfield

a. Flightline Driving: A Hurlburt Field Flightline Driving License is required to operate a vehicle on the airfield. The license and half-day training will be provided free of charge by Hurlburt Field Base Operations. The operator cannot be red-green color blind.

SECTION 01 35 13 Page 2

b. Flightline Access: Check in and check out with the Airfield Operations Dispatcher daily.

- During check-in, advise the dispatcher of intended work areas and type of work scheduled.

- While on any runway, taxiway, or approach area, immediately remove any dirt, debris, or other material spilled or caused by the Contractor’s operations.

- During check-out, brief the dispatcher on completed work and status of any airfield facilities affected by the work.

c. Airfield Communications: Maintain communications with Base Operations and the air traffic control tower at all times with a radio provided by Base Operations.

- Furnish all work groups working within 100 feet of a runway with walkie-talkie radios tuned to the ramp net frequency, to be provided by the Government. Provide sufficient radios to allow immediate and simultaneous communication with all work groups.

- When emergency or operational interruptions of work become necessary, respond immediately. When directed by Base Operations or the air traffic control tower, move all equipment and personnel a minimum of 100 feet from the emergency scene or worksite.

d. Flagman: Depending upon local conditions and based on the discretion of the contracting officer and operational considerations, the contractor may be required to provide, at no additional cost, a flagman and traffic control personnel as required.

e. Airfield Availability: The airfield will be in use during construction activities. Individual requirements for each task order will be coordinated through Airfield Operations. Generally, the contractor will be able to access the airfield during working hours, however construction may be interrupted as a result of flight operations.

3.1.2 FAA Form 7460-1

The contractor is required to comply with all aspects of the Federal Aviation Regulation (FAR), Part 77, Objects Affecting Navigable Airspace, for all work associated with this contract. This includes, but is not limited to, the use of any and all equipment used to construct the facility and the facility itself. The contractor is required to obtain all necessary permits including FAA form 7460-1 (latest edition) and provide all necessary notices associated with this requirement. All work within the following areas must be coordinated in writing with the Contracting Officer 21 days in advance of commencement of the work:

1. LATERAL CLEARANCE AREA: A line 1000 feet from and parallel to the centerline of the runway.

2. TAXIWAY SETBACK: A line 200 feet from and parallel to the centerline of any taxiway.

3. APRON SETBACK: A line 125 feet from and parallel to the edge of the aircraft-parking apron.

4. CLEAR ZONE: A line 1500 feet from and parallel to the centerline of the runway beginning at the runway threshold and continuing for a distance of 3000 feet north and south of the ends of the runway.

SECTION 01 35 13 Page 3

Permit requirements and submittal procedures are located at the following web site:

https//:oeaaa.faa.gov/oeaaa/external/portal.jsp

3.1.3 Work in Proximity to Landing Areas

Place nothing upon the landing area or applicable portions of safety precaution areas without authority of the Contracting Officer.

Use of landing areas for purposes other than aircraft operation,is prohibited without permission of the Contracting Officer, and the landing area is closed by order of the Contracting Officer and marked as indicated herein.

Accomplish all construction work on the runways, taxiways, and parking aprons and in the end zones of the runways and 75 feet to each side of…