02 OP1140928 Specifications.pdf

PROJECT # OP1140928 DATE: 18 Apr 24

DEPARTMENT OF THE AIR FORCE

SPECIAL OPERATIONS COMMAND

1 SPECIAL OPERATIONS WING

SPECIFICATIONS

REPAIR 2nd FLOOR HVAC, 901 SOAMXS, BUILDING 90029

100% (FINAL) SUBMITTAL

HURLBURT FIELD, FLORIDA

REPAIR HVAC SYSTEMS, 901 SOAMXS, B90029

OP1140928

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PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23 DIRECT DIGITAL CONTROL SYSTEM FOR HVAC - HURLBURT FIELD

23 30 00 HVAC AIR DISTRIBUTION

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

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PROJECT TABLE OF CONTENTS Page 2

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REPAIR 2nd FLOOR HVAC, 901 SOAMXS, B90029 HURLBURT FIELD, FLORIDA

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the following and incidental related work:

a. Mechanical: The work includes replacement of the three (3) chilled water/hot water AHUs with one (1) chilled water VAV AHU and VAV terminal units with electric heat, exhaust fan and automatic dampers on the second floor.

b. Electrical: The existing mechanical equipment shall be removed by the mechanical contractor. The electrical contractor shall disconnect existing equipment. Conduit, wire, disconnects and associated devices shall be removed back to the serving panel as indicated on the drawings. New HVAC equipment as indicated on the drawings shall have new wiring, conduit, and disconnect. The existing 100 amp, 480V, 3 phase HMB panel will be replaced with a new larger HMB panel to support the larger AHU's. Existing circuits to remain will be reconnected to the panel. New 480V, 3 phase M2 panel will be installed to serve the new VAV/strip heat equipment.

1.1.2 Location

The work is located at Building 90029, approximately as indicated. The exact location will be shown by the Contracting Officer.

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 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.

REPAIR 2nd FLOOR HVAC, 901 SOAMXS, B90029 HURLBURT FIELD, FLORIDA

SECTION 01 11 00 Page 2

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.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

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. While the contractor is working on one floor, the other floor 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.

1.1.1 Phasing

The following phasing shall be discussed and confirmed during the pre-construction meeting. Contractor shall provide a schedule for coordination with the contracting officer's representative. The users shall not occupy the construction area while construction work is in progress.

Contractor shall cover all furniture, equipment and carpet with plastic sheeting. User shall remove all fragile or valuable items. The contractor shall work continuously once a phase is started until that phase is completed. Mission requirements take priority. Final Phasing plan shall be approved by the Contracting Officer during Construction.

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.

SECTION 01 14 00 Page 2

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 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.

Not Used

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

CONTRACT PROGRESS SCHEDULE/REPORT; G

1.3 CONTRACT PROGRESS SCHEDULE/REPORT

A Contract Progress Schedule must be submitted no later than 5 (five) calendar days after issuance of the Notice to Proceed. If disapproved, the contractor shall resubmit the revised Contract Progress Schedule within 2 days of the date of disapproval. No construction work shall start without an approved Contract Progress Schedule. The Contract Progress Schedule shall show percentages for each activity with a total of exactly 100% for all activities. Activities shall include submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. Closeout activities such as submittal of as-built drawings, record drawings, O&M manuals, and warranties shall be assigned a value of 3%. This 3% will be withheld from final payment until government approval of all close-out submittals.

Contract Progress Reports, utilizing the Contract Progress Schedule, shall be submitted weekly.

1.4 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage during the entire period of performance under this contract. Provide other insurance coverage as required by law.

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

SECTION 01 30 00 Page 2 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 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.

SECTION 01 30 00 Page 3

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.

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

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-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.

SECTION 01 33 00 Page 2

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 a sample taken from the job site, on a 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-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.

SECTION 01 33 00 Page 3

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.

Submittal Register; G

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.

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.

SECTION 01 33 00 Page 4

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.

Provide electronic documents through the electronic file sharing system directed by the Contracting Officer. DO NOT E-MAIL SUBMITTALS.

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, SECTION 01 33 00 Page 5 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.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

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

SECTION 01 33 00 Page 6 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.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

SECTION 01 33 00 Page 7

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.

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

SECTION 01 33 00 Page 8 necessary.

1.13 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not to 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.

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 14 PAGES

SUBMITTAL REGISTER

CONTRACT NO.

CP

TITLE AND LOCATION

CONTRACTOR

A C T I V I T Y

N O

R A N S M I T T

L

S P E

DESCRIPTION

ITEM SUBMITTED

R A G # R A

H

G

V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

ACTION

APPROVING AUTHORITY

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH

REMARKS

SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

T I

D

DATE

OF

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

TO OTHER

REVIEWER

DATE RCD

FROM OTH

T I

ACTION

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

01 30 00 SD-01 Preconstruction Submittals

CONTRACT PROGRESS 1.3 G

SCHEDULE/REPORT

01 33 00 SD-01 Preconstruction Submittals

Submittal Register 1.7 G

01 35 26 SD-06 Test Reports

Notifications and Reports 1.6

Accident Reports 1.6.2 G

SD-07 Certificates

Confined Space Entry Permit G

Hot Work Permit 1.7.1

01 50 00 SD-01 Preconstruction Submittals

Construction Site Plan 1.3

Traffic Control Plan 3.4.1 G

SD-06 Test Reports

Backflow Preventer Tests 1.4 G

01 57 19 SD-01 Preconstruction Submittals

Regulatory Notifications 1.5.1 G

Environmental Protection Plan 1.6 G

Stormwater Notice of Intent 3.2.1.2 G

Stormwater Pollution Prevention 3.2.1.1 G

Plan (SWPPP)

Dewatering Permit 3.7.5.1.2 G

SD-06 Test Reports

Solid Waste Management Report 3.7.1.1 G

SD-11 Closeout Submittals

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 14 PAGES

CP

TITLE AND LOCATION

T I V I

A N S M I T T

R A G # R A

V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

CONTR/

DATE RCD

T I

AUTH/

DATE RCD

T I

ACTION

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

01 57 19 Stormwater Pollution Prevention 3.2.1.4 G

Plan Compliance Notebook

Stormwater Notice of Termination 3.2.1.5 G

Solid Waste Management Report 3.7.1.1 G

Regulatory Notifications 1.5.1 G

Certification of No 3.20 G

Asbestos/Lead-based Paint/PCB

Letter

01 78 00 SD-03 Product Data

Warranty Management Plan 1.4.1 G

SD-08 Manufacturer’s Instructions

Instructions

SD-10 Operation and Maintenance

Data

Operation and Maintenance 3.3

Manuals

SD-11 Closeout Submittals

As-Built Drawings 3.1 G

Record Drawings 3.2 G

01 78 23 SD-10 Operation and Maintenance

Data

O&M Database 1.3 G

Training Content 3.1.1 G

01 91 00.15 10 SD-01 Preconstruction Submittals

Commissioning Firm 1.7 G

Lead Commissioning Specialist 1.7.1 G

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Specialists

SD-06 Test Reports

Final Construction Phase 3.1.2.1 G

Commissioning Plan

Pre-Functional Checklists 3.1.4.2 G

Issues Log 1.8

Commissioning Report 3.2 G

SD-07 Certificates

Certificate of Readiness 1.9 G

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Training Attendance Rosters 3.1.5 G RO

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Final Commissioning Report 3.2

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Demolition Plan 1.2.2 G

Existing Conditions 1.9

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Notification 1.6 G

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Glass Mat Covered or Reinforced 2.1.5

Gypsum Sheathing

Glass Mat Covered or Reinforced 2.1.5.1

Gypsum Sheathing Sealant

Accessories 2.1.9

Gypsum Board 2.1.1

Recycled Content for Gypsum 2.1.1

Board

Recycled Content for Paper 2.1.1

Facing and Gypsum Cores

VOC Content of Joint Compound 2.1.7

SD-07 Certificates

Asbestos Free Materials 2.1

Indoor Air Quality for Gypsum 2.1.1

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Safety Data Sheets 2.1

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Manufacturer Maintenance 2.1

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TAB Firm 1.5.3.1

SD-02 Shop Drawings

TAB Schematic Drawings and 1.3.3

Report Forms

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Equipment and Performance 1.3

Data

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TAB Procedures 1.5.2

Calibration 1.5.2

Systems Readiness Check 1.3.3

TAB Execution 1.5.4

SD-06 Test Reports

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TAB Report 1.5.5.1

SD-07 Certificates

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Personnel Qualifications

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Schedule

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Design Review Report 1.3.3

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Equipment Insulation Systems 3.4

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Pipe Insulation Systems 3.2 G

Duct Insulation Systems 3.3 G

Equipment Insulation Systems 3.4 G

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Detail Drawings 1.5.1

SD-03 Product Data

Product Data 1.5.2

Training Data 1.5.4

SD-06 Test Reports

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Diffusers 2.8.7.1

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SECTION 01 35 13 Page 1

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

basic designation only.

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 150/5300-13 (2020; Rev B) Airport Design

FAA AC 70/7460-1 (2016; Rev L; Change 2) 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 wide taxiway 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.

(1) The inclined plane (glide angle) begins in the clear zone 200 feet

SECTION 01 35 13 Page 2 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 feet at 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.)

2.1 AIRFIELD OBSTRUCTION LIGHTS

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

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 3

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.

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

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

SECTION 01 35 13 Page 4

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 the runways and taxiways with extreme care regarding the operation of aircraft. Cooperate closely, and coordinate with the Operations Officer and the Contracting Officer. Park equipment in an area designated by the Contracting Officer. Parking of equipment, vehicles, or any type of storage overnight or for any extended period of time in the proximity of the landing areas or taxiways is strictly prohibited. Leave no material in areas where extreme care is to be taken regarding the operation of aircraft.

During periods of active performance of work on the airfield by the Contractor, govern all operations of mobile equipment per the safety provisions.

3.1.4 Schedule of Work/Aircraft Operating Schedules

Schedule work to conform to aircraft operating schedules. The Government will exert every effort to schedule aircraft operations so as to permit the maximum amount of time for the Contractor's activities; however, in the event of emergency, intense operational demands, adverse wind conditions, and other such unforeseen difficulties, the Contractor must cease operations at the specified locations in the aircraft operational area for the safety of the Contractor and military personnel and Government property.

Where flying is controlled, additional permission must be obtained from the control tower operator to enter a landing area unless such area is marked as hazardous to aircraft.

3.1.5 Excavation

Open only those trenches for which material is on hand and ready for placing therein. As soon as possible after the material has been placed and work approved, backfill and compact the trenches as specified.

Maintain landing areas at all times free from hazards, holes, material piles, or projecting shoulders that might damage tires or landing gear.

Paved surfaces must be kept clean at all times and free from small stones or other objects which could cause damage to propellers, craft, and personnel.

3.1.6 Contractor Safety Precautions

The Contractor is advised that aircraft operations will produce extremely high noise levels and will induce vibrations in pavements, structures, and equipment in the vicinity, and may result in high velocity flying debris in the area.