Attachment 1 - B90145 Specifications 03-31-20.pdf

prepared for:

AFSOC 1 SOCES, Hurlburt Field, Florida

100% Design Submittal prepared by: 31 March 2020 Bullock Tice Associates - Pensacola, Florida

Addition / Alteration Space

Deficiencies, 8 SOS

Building 90145 Hurlburt Field, Florida

Contract No. CP1033732

BTA No. 146316.12

Specifications

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SOF ADD/ALTER SPACE DEFICIENCIES 100% DESIGN SUBMITTAL

8 SOS, BLDG 90145 FA441719FA243

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 45 35 SPECIAL INSPECTIONS

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 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 13 SELF-ADHERED SHEET MEMBRANE AIR / WATER BARRIER

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

PROJECT TABLE OF CONTENTS Page 1

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 02 INTERIOR SIGNAGE

10 26 00 WALL AND DOOR PROTECTION

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

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

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

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

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

23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 73.19 COMPRESSION CONCRETE PAVING JOINT SEALANT

32 92 23 SODDING

DIVISION 33 - UTILITIES

PROJECT TABLE OF CONTENTS Page 2

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

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 minor demolition and new construction for an addition to the 8 SOS Building 90145. The addition is a one story, slab on grade with scored, split faces low and end walls matching the existing building on a pre-engineered metal building (PEMB) system. The building will be connected to the existing building with a canopy system with utilities being supplied through a partially conditioned canopy enclosure. The interior finishes are that of a storage type facility with sealed concrete flooring, painted masonry low and end walls, painted metal building frame and exposed PEMB insulation systems. Interior walls are moisture resistant gypsum board over metal studs. Interior renovation inside the existing building is limited to removing and replacing ceiling grid and tile to route utilities required for the addition. Sitework includes demolition of an existing covered canopy system, remodeling of the stormwater lines on the east side of the existing building, remodeling the drive and surrounding parking area on the east side of the existing building and sidewalks. Work includes new mechanical system, fire protection system including fire alarm and electrical systems, all connected or fed from the existing adjacent building.

1.1.2 Location

The work is located within and immediately adjacent to the east side of existing building 90145 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 LOCATION OF UNDERGROUND UTILITIES

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

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

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

1.4 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the

SECTION 01 11 00 Page 1 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 2

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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SECTION 01 30 00 Page 2

PART 3 EXECUTION

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SECTION 01 30 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction.

Certificates of insurance

Surety bonds

Construction progress schedule

Submittal register

Environmental protection plan

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

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

SD-04 Samples

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

SECTION 01 33 00 Page 1

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

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

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

SECTION 01 33 00 Page 2

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

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

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

SD-11 Closeout Submittals

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

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

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

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

1.2 SUBMITTALS

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

SD-01 Preconstruction Submittals

Submittal Register

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

SECTION 01 33 00 Page 3

1.3.1 Government Approved (G)

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

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

1.4 PREPARATION

1.4.1 Transmittal Form

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

1.4.2 Source Drawings for Shop Drawings

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

1.4.2.1 Terms and Conditions

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

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

These electronic Source Drawing files are not construction documents.

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

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

1.4.3 Electronic File Format

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

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

Provide electronic documents through AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/. 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, 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

SECTION 01 33 00 Page 5 required.

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

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

1.8 VARIATIONS

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

1.8.1 Considering Variations

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

(VECP).

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

1.8.2 Proposing Variations

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

1.9 SCHEDULING

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

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

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

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

SECTION 01 33 00 Page 6 includes 30 working days for Contracting Officer approval. .

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

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

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

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

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

1.10.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

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

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

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

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

1.11 DISAPPROVED OR REJECTED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

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

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work

SECTION 01 33 00 Page 7 requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal

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

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

1.13 APPROVED SAMPLES

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

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

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

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

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

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

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 8

SECTION 01 33 00 Page 9

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 33 PAGES

ADDITION/ALTERATION BLDG 90145

01 33 00 SD-01 Preconstruction Submittals 1.7Submittal Register

01 35 26 SD-07 Certificates GConfined Space Entry Permit

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

GProject Manual 3.1.2Written Practices 3.1.2NDT Procedures and Equipment

Calibration Records SD-06 Test Reports

3.1.2Daily Reports 3.1.1Biweekly Reports

SD-07 Certificates 2.1Fabrication Plant 2.1Certificate of Compliance

1.5 GSpecial Inspector

3.1.2Qualification Records

SD-11 Closeout Submittals

2.1 GComprehensive Final Report

3.1.2 GComprehensive Final Report

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

3.4.1 GTraffic Control Plan

SD-06 Test Reports

1.4 GBackflow Preventer Tests

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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

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

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01 57 19 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

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

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 33 PAGES

01 91 00.15 10 SD-01 Preconstruction Submittals

1.7 GCommissioning Firm

1.7.1 GLead Commissioning Specialist

1.7.2 GTechnical Commissioning

Specialists SD-06 Test Reports

3.1.2.1 GFinal Construction Phase

Commissioning Plan

3.1.4.2 GPre-Functional Checklists

1.8Issues Log

3.2 GCommissioning Report

SD-07 Certificates 1.9Certificate of Readiness

SD-11 Closeout Submittals 3.2Final Commissioning Report

02 41 00 SD-01 Preconstruction Submittals 1.2.1Demolition Plan

03 30 00 SD-01 Preconstruction Submittals Concrete Curing Plan

1.6.5 GQuality Control Plan

1.6.6 GQuality Control Personnel

Certifications 1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

3.3.8Maturity Method Data

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03 30 00 SD-02 Shop Drawings

1.6.2.1 GReinforcing Steel

SD-03 Product Data 2.4.5Joint Sealants 2.4.4Joint Filler 2.1Formwork Materials

Recycled Aggregate Materials 2.3.1Cementitious Materials 2.4.6Vapor Retarder 2.4.1Concrete Curing Materials 2.6Reinforcement 2.4.3.1Liquid Chemical Floor Hardeners and Sealers 2.3.4Admixtures 2.4.2Nonshrink Grout

SD-05 Design Data

1.6.1.1 GConcrete Mix Design

SD-06 Test Reports

1.6.1.1 GConcrete Mix Design

1.6.4.1Fly Ash 1.6.4.1Pozzolan 1.6.4.2Slag Cement

Aggregates

3.12.2.3 GCompressive Strength Tests

Chloride Ion Concentration 3.12.2.4Air Content

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03 30 00 3.12.2.1Slump Tests 2.3.2Water

SD-07 Certificates 2.6.1Reinforcing Bars 1.6.6.2Field Testing Technician and

Testing Agency SD-08 Manufacturer’s Instructions

2.4.1Curing Compound 04 20 00 SD-02 Shop Drawings

3.3.3.1 GCut CMU

3.4.1.1 GDetail Drawings

SD-03 Product Data

1.5.1 GHot Weather Procedures

1.5.2 GCold Weather Procedures

2.2.2.2.1Cement 2.4.1.1Cementitious Materials

SD-05 Design Data 2.1.2Masonry Compressive Strength

SD-06 Test Reports Fire-Rated Concrete Masonry Units

3.6.1.1Field Testing of Mortar 3.6.1.2Field Testing of Grout 3.6.1.3Single-Wythe Masonry Wall

Water Penetration Test SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 33 PAGES

04 20 00 1.3.2 GSpecial Masonry Inspector Qualifications

2.2.2.2Concrete Masonry Units (CMU) 2.4.1.1Cementitious Materials 2.4.1.3Admixtures for Masonry Mortar 2.4.2.2Admixtures for Grout 2.6.2Anchors, Ties, and Bar

Positioners 2.6.3Joint Reinforcement

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

05 12 00 SD-02 Shop Drawings

1.4.2 GFabrication Drawings

SD-03 Product Data 2.5.2Shop Primer 2.4.1Welding Electrodes and Rods 2.3.2.3Direct Tension Indicator Washers 2.4.2Non-Shrink Grout 2.3.3Tension Control Bolts

2.2.1 SRecycled Content for Structural

Steel

2.2.2 SRecycled Content for Structural

Steel Tubing SD-06 Test Reports

2.5.2Class B Coating

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05 12 00 2.3Bolts, Nuts, and Washers 3.7.1.2Weld Inspection Reports 3.7.2.1Direct Tension Indicator Washer

Inspection Reports 3.7.3.1Bolt Testing Reports

SD-07 Certificates 2.2Steel 2.3Bolts, Nuts, and Washers 1.3AISC Structural Steel Fabricator

Quality Certification 1.4.3.1Welding Procedures and

Qualifications 2.4.1Welding Electrodes and Rods 3.7.1.1Certified Welding Inspector 3.7.1.2NDT Technician 3.4Welding Procedure Specifications

(WPS)

05 30 00 SD-02 Shop Drawings

1.3.5 GFabrication Drawings

SD-03 Product Data

2.2Accessories 2.1Deck Units 2.1.3Galvanizing Repair Paint 2.2.14Mechanical Fasteners 2.1.3Touch-up Paint

Sound Absorbing Materials

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05 30 00 1.3.3Welding Equipment 1.3.3Welding Rods and Accessories

SD-05 Design Data

2.1 GDeck Units

SD-07 Certificates 1.3.2Powder-Actuated Tool Operator 1.3.3Welder Qualifications 1.3.3Welding Procedures 1.3.4.1Fire Safety 1.3.4.2Wind Storm Resistance 1.3.1Manufacturer's Certificate

SD-11 Closeout Submittals

2.1 SRecycled Content of Steel

Products 05 40 00 SD-02 Shop Drawings

1.5.1 GFraming Components

GCold Formed Trusses

SD-03 Product Data 2.1Studs, Joists

SD-05 Design Data

1.5.2 GMetal Framing Calculations

1.5.2 GCold Formed Truss Calculations

and their connections SD-07 Certificates Exterior Cold-Formed Metal Framing

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05 40 00 3.2.1Welds SD-11 Closeout Submittals

2.1 SRecycled Content of Steel

Products

06 10 00 SD-02 Shop Drawings 2.2.2.1Nailing Strips

07 21 13 SD-03 Product Data

1.3 GManufacturer's Standard Details

2.2 GBlock or Board Insulation

2.3 GVapor Retarder

2.3 GPressure Sensitive Tape

1.4 GProtection Board or Coatings

2.5 GAccessories

SD-07 Certificates

2.2 GBlock or Board Insulation

2.3 GVapor Retarder

2.4 GProtection Board or Coating

3.4.4 GProtection Board or Coating

1.8 GSpecial Warranties

1.8 GSpecial Warranties

1.5 GULE Greenguard

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

SD-11 Closeout Submittals

1.5 SULE Greenguard

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07 21 13 2.1.1 SVolatile Organic Compound (VOC) Content

2.1.2 SRecycled Content

07 21 16 SD-03 Product Data

2.1Blanket Insulation 2.3Pressure Sensitive Tape 2.4Accessories

Recycled Content for Insulation Materials

Sill Sealer Insulation Vapor Retarder

SD-08 Manufacturer’s Instructions 3.3.1Insulation

07 27 26 SD-01 Preconstruction Submittals 1.6.1Qualifications of Manufacturer 1.6.2Qualifications of Installer

SD-02 Shop Drawings 1.4Fluid-Applied Membrane Air

Barrier SD-03 Product Data

1.4Fluid-Applied Membrane Air Barrier

2.3Transition Membrane 2.2Primers, Adhesives, and Mastics 2.4Reinforcement 1.4.2Safety Data Sheets

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07 27 26 SD-06 Test Reports 1.4.3Flame Spread and Smoke

Developed Index Ratings SD-07 Certificates

1.4Fluid-Applied Membrane Air Barrier

2.3Transition Membrane 1.6.1Qualifications of Manufacturer 1.6.2Qualifications of Installer

SD-08 Manufacturer’s Instructions 1.4Fluid-Applied Membrane Air

Barrier 2.3Transition Membrane 2.2Primers, Adhesives, and Mastics

07 60 00 SD-02 Shop Drawings

2.2.1 GExposed Sheet Metal

3.1.13 GGutters

3.1.14 GDownspouts

3.1.15 GExpansion Joints

3.1.10 GBase Flashing

3.1.11 GCounterflashing

3.1.16 GFlashing at Roof Penetrations

and Equipment Supports SD-04 Samples

1.4.2 GFinish Samples

SD-08 Manufacturer’s Instructions

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07 60 00 1.4.3 GInstructions for Installation

3.5 GQuality Control Plan

SD-10 Operation and Maintenance Data

1.4.3 GCleaning and Maintenance

07 84 00 SD-02 Shop Drawings

2.1Firestopping System SD-03 Product Data

2.2Firestopping Materials SD-06 Test Reports

3.3Inspection SD-07 Certificates

1.5.2Inspector Qualifications 2.2Firestopping Materials 1.5.1Installer Qualifications

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

SD-07 Certificates 2.1.1Indoor Air Quality

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

Caulking 08 11 13 SD-02 Shop Drawings

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08 11 13 2.1Doors GSchedule of Doors

2.3Frames 2.3Frames

SD-03 Product Data

2.1 GDoors

2.3 GFrames

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

2.2.1.3 GBottom Bars

2.1.1.1 GGuides

2.2.3.1 GMounting Brackets

2.2.1.8 GOverhead Drum

3.3.2 GHood

2.1.1.1 GInstallation Drawings

SD-03 Product Data

2.2.1 GOverhead Coiling Doors

2.2.2 GHardware

2.2.3…