Attch 1 - Specifications 20200529.pdf

prepared for:

AFSOC 1 SOCES, Hurlburt Field, Florida prepared by:

100% Design Submittal 29 May 2020

Bullock Tice Associates - Pensacola, Florida

Construct 1st & 2nd Floor 505 CCW Building 90021

Hurlburt Field, Florida Contract No. OP1054170

BTA No. 146316.04

Specification

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Construct 1st & 2nd Floor 505 CCW B90021 Hurlburt Field, Florida

TOC - 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

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 13 PRECAST CONCRETE OPEN RISER STAIR TREADS AND LANDINGS

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

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

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

TOC - 2

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23 DIRECT DIGITAL CONTROL SYSTEM FOR HVAC

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

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

TOC - 3

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 13 CONCRETE SIDEWALKS

DIVISION 33 – UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

APPENDIX A GEOTECHNICAL REPORT

-- End of Project Table of Contents --

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 the partial demolition and new construction for a 1st and 2nd floor interior build out of existing south end warehouse of building 90021. 1st floor will have partial demolition of the existing warehouse floor slab for both new plumbing and foundation support for the new 2nd floor deck above. 1st floor work includes new bathrooms, mechanical room, classroom, labs and support spaces. 2nd floor demolition includes partial demolition of the existing mezzanine area for tie in of the new 2nd floor slab. 2nd floor new work includes the partial renovation of existing areas within the existing building and new areas allowed by installation of a new floor slab above the existing warehouse area below. The new 2nd floor area will include Breakrooms, Bathrooms, Mechanical Room, Offices, Classrooms and Training Conference Rooms along with other supporting spaces. New work includes a prefabricated metal stairway with precast treads and landings on the south side of the existing building. Demolition for both floors include new penetrations through existing interior and exterior walls.

1.1.2 Location

The work is located within and immediately adjacent to the south end warehouse are of existing building 90021 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 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "FAR 52.245-1, Government Property", the Government will furnish the following materials and equipment for installation by the Contractor:

SECTION 01 11 00 Page 1

DESIGNATION NO. DESCRIPTION QUANTITY

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary. Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Provide any additional quantities that are required.

1.4.1 Delivery Schedule

[ Notify the Contracting Officer in writing at least [_____] calendar days in advance of the date on which the materials and equipment are required. Pick up materials and equipment no later than 30 calendar days after such date.

][Materials and equipment will be available on or after [_____] calendar days after the award of contract.

]1.4.2 Delivery Location

The materials and equipment [are located at [_____]] [are located within [_____] miles of the jobsite] [will be delivered to [_____]][the salvage receiving point [_____]].

][1.5 GOVERNMENT-INSTALLED WORK

]1.6 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.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. Code (USC)

8 USC 1101 Definitions

1.2 SPECIAL SCHEDULING REQUIREMENTS

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

(1)

(2)

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

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

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

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Base Regulations

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

1.3.1.1 Identification Badges and Installation Access

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

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, SECTION 01 14 00 Page 1 except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

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

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 72 hours prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Utility Cutovers and Interruptions

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

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

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

1.4 SECURITY REQUIREMENTS

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-04 Samples

Color Boards; G

1.3 COLOR BOARDS FOR AIR FORCE PROJECTS

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

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

1.4 MINIMUM INSURANCE REQUIREMENTS

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

SECTION 01 30 00 Page 1

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

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

1.5.2 Superintendent Qualifications

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

1.5.2.1 Duties

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

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

1.5.3 Non-Compliance Actions

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

1.6 PRECONSTRUCTION

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

1.7 PARTNERING

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

SECTION 01 30 00 Page 2

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

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

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

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

Multiple email addresses are not allowed.

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 8

SECTION 01 33 00 Page 9

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 34 PAGES

CONSTRUCT 2nd FLOOR 505 CCW BUILDING 90021

01 30 00 SD-04 Samples

1.3 GColor Boards

01 33 00 SD-01 Preconstruction Submittals 1.7Submittal Register

01 35 26 SD-07 Certificates GConfined Space Entry Permit

1.7.1Hot Work Permit 01 50 00 SD-01 Preconstruction Submittals

1.3Construction Site Plan

3.4.1 GTraffic Control Plan

SD-06 Test Reports

1.4 GBackflow Preventer Tests

01 57 19 SD-01 Preconstruction Submittals

1.5.1 GRegulatory Notifications

1.6 GEnvironmental Protection Plan

3.2.1.2 GStormwater Notice of Intent

3.2.1.1 GStormwater Pollution Prevention

Plan (SWPPP) GDewatering Permit

SD-06 Test Reports

3.7.1.1 GSolid Waste Management Report

SD-11 Closeout Submittals

3.2.1.4 GStormwater Pollution Prevention

Plan Compliance Notebook

3.2.1.5 GStormwater Notice of Termination

3.7.1.1 GSolid Waste Management Report

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

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01 57 19 1.5.1 GRegulatory Notifications

3.20 GCertification of No

Asbestos/Lead-based Paint/PCB Letter

01 78 00 SD-03 Product Data

1.4.1 GWarranty Management Plan

SD-08 Manufacturer’s Instructions Instructions

SD-10 Operation and Maintenance Data

3.3Operation and Maintenance Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.2 GRecord Drawings

01 78 23 SD-10 Operation and Maintenance Data

1.4 GO&M Database

3.1.1 GTraining Content

02 41 00 SD-01 Preconstruction Submittals GDemolition Plan GDeconstruction Plan

1.9Existing Conditions SD-07 Certificates

1.6 GNotification

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 34 PAGES

02 41 00 Notification of Demolition and Renovation Form

SD-11 Closeout Submittals Receipts

03 30 00 SD-01 Preconstruction Submittals Concrete Curing Plan

1.6.5 GQuality Control Plan

1.6.6 GQuality Control Personnel

Certifications 1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

GForm Removal Schedule SD-02 Shop Drawings Formwork

1.6.2.1 GReinforcing Steel

SD-03 Product Data

2.4.8Joint Sealants 2.4.7Joint Filler 2.1Materials for Forms

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

Liquid Chemical Floor Hardener

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03 30 00 2.4.5Admixtures 2.5.2Mechanical Reinforcing Bar

Connectors Waterstops

1.8.1Local/Regional Materials SD-05 Design Data

2.3.1 GMix Design

SD-06 Test Reports

1.6.1.1 GConcrete Mix Design

1.6.3.1Fly Ash 1.6.3.1Pozzolan

Ground Granulated Blast-Furnace Slag

2.4.3Aggregates

3.12.2.3 GCompressive Strength Tests

3.12.2.5Unit Weight of Structural

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

SD-07 Certificates 2.5.1Reinforcing Bars

Welder Qualifications Material Safety Data Sheets

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03 30 00 Forest Stewardship Council (FSC) Certification

1.6.6.1Field Testing Technician and Testing Agency

SD-08 Manufacturer’s Instructions Liquid Chemical Floor Hardener

2.3.3Curing Compound 03 45 13 SD-02 Shop Drawings

Precast Concrete Stair Treads 04 20 00 SD-03 Product Data

1.5.1Hot Weather Procedures 1.5.2Cold Weather Procedures

SD-04 Samples

2.2.2.2 GConcrete Masonry Units (CMU)

2.6.2 GAnchors, Ties, and Bar

Positioners

2.6.3 GJoint Reinforcement

2.6.6 GClay Masonry Expansion-Joint

Materials SD-05 Design Data

2.1.2Masonry Compressive Strength SD-06 Test Reports

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

SD-07 Certificates

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04 20 00 1.3.1Special Masonry Inspector Qualifications

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

Positioners 2.6.3Joint Reinforcement

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

05 12 00 SD-01 Preconstruction Submittals 1.4.1.1Erection Drawings

SD-02 Shop Drawings

1.4.2 GFabrication drawings

1.4.3 GEngineered Railing Shop

Drawings SD-03 Product Data

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

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

SD-07 Certificates

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05 12 00 2.2Steel 2.3Bolts, nuts, and washers 1.4.4.1Welding procedures and qualifications 2.4.1Welding electrodes and rods

05 30 00 SD-02 Shop Drawings

1.3.5 GFabrication Drawings

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

Sound Absorbing Materials 1.3.3Welding Equipment 1.3.3Welding Rods and Accessories

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

2.2.4Flexible Closure Strips Acoustical Material

SD-05 Design Data

2.1 GDeck Units

SD-07 Certificates 1.3.2Powder-Actuated Tool Operator 1.3.3Welder Qualifications

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05 30 00 1.3.3Welding Procedures 1.3.4.1Fire Safety 1.3.4.2Wind Storm Resistance 1.3.1Manufacturer's Certificate 2.2.12Stud Manufacture's Certification 2.2.12Stud Manufacture's Test Reports

SD-11 Closeout Submittals

2.1 SRecycled Content of Steel

Products 05 52 00 SD-02 Shop Drawings

GFabrication Drawings SD-03 Product Data

2.2.2 GAluminum Railings and Handrails

GAnchorage and Fastening

Systems 06 41 16.00 10 SD-02 Shop Drawings

2.10Shop Drawings 3.1Installation

SD-03 Product Data 2.1Wood Materials 2.8Wood Finishes 2.10.7.3Finish Schedule 1.4.2Certification

SD-04 Samples 2.3Plastic Laminates 2.5Cabinet Hardware

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06 41 16.00 10 SD-07 Certificates 1.4Quality Assurance 2.8Laminate Clad Casework 3.1Laminate Clad Casework

SD-11 Closeout Submittals LEED Documentation

06 61 16 SD-02 Shop Drawings Detail Drawings

3.1Installation SD-03 Product Data

2.1Solid Polymer Material 1.5.1Qualifications 1.5.2Certification

SD-04 Samples 2.1Material

SD-06 Test Reports 2.1Solid Polymer Material

SD-07 Certificates 2.3Fabrications 1.5.1Qualifications

SD-10 Operation and Maintenance Data

3.2Clean-up 07 21 13 SD-03 Product Data

1.3Manufacturer's Standard Details 2.1Block or Board Insulation

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07 21 13 2.2Vapor Retarder 2.3Pressure Sensitive Tape 1.4Protection Board or Coatings 2.5Accessories

SD-07 Certificates 2.1Block or Board Insulation 2.2Vapor Retarder 2.4Protection Board or Coating 3.4.5Protection Board or Coating 1.7Special Warranties 1.7Special Warranties

SD-08 Manufacturer’s Instructions 2.1Block or Board Insulation 2.5.1Adhesive

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

SD-08 Manufacturer’s Instructions 3.3.1Insulation

07 84 00 SD-02 Shop Drawings 2.1Firestopping System

SD-03 Product Data 2.2Firestopping Materials

SD-06 Test Reports 3.3Inspection

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07 84 00 SD-07 Certificates 1.5.2Inspector Qualifications 2.2Firestopping Materials 1.5.1Installer Qualifications

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

SD-07 Certificates 2.1.1Indoor Air Quality

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

Caulking 08 11 13 SD-02 Shop Drawings

2.1 GDoors

2.4Frames 2.4Frames

SD-03 Product Data 2.4Frames

08 11 16 SD-02 Shop Drawings

1.5.1 GDoor and Frame Assembly

SD-03 Product Data

1.5.1 GDoor and Frame Assembly

SD-04 Samples

1.5.2 GFinish Samples

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08 11 16 SD-05 Design Data

1.5.3 GDesign Analysis

1.2.1 GCalculations

1.2.3 GAir Infiltration

1.2.4 GWater Penetration

GStandard Airblast SD-08 Manufacturer’s Instructions

1.5.1 GDoor and Frame Assembly

1.5.5 GAdjustments, Cleaning, and

Maintenance 08 14 00 SD-02 Shop Drawings

2.2Doors SD-03 Product Data

2.2Doors 2.3Accessories 2.4.6Water-resistant Sealer 1.5Warranty

SD-04 Samples 2.2Doors 2.2.1Finish

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

SD-07 Certificates Certificates of Grade

SD-11 Closeout Submittals

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