Attachment_2_-_Specifications.pdf

Solicitation No.: FA4608-R-0005 Attachment 2

SPECIFICATIONS

FOR

REPAIR BASE FACILITY ROOFS

BARKSDALE AFB, LA

VOLUME 1 of 1

2nd CIVIL ENGINEER SQUADRON

334 Davis Avenue West Suite 200 Barksdale AFB, LA 71110

TABLE OF CONTENTS

DIVISION 1: GENERAL REQUIREMENTS

SECTION 01010 - SUMMARY OF THE WORK

SECTION 01031 - INTERFACING OF NEW AND EXISTING WORK

SECTION 01040 - PROJECT COORDINATION

SECTION 01045 - CUTTING AND PATCHING

SECTION 01080 - FIRE PROTECTION

SECTION 01090 - REFERENCE STANDARDS

SECTION 01340 - SUBMITTALS

SECTION 01400 - QUALITY CONTROL

SECTION 01500 - CONSTRUCTION FACILITY AND TEMPORARY CONTROLS

SECTION 01570 - TRAFFIC REGULATIONS

SECTION 01600 - MATERIAL AND EQUIPMENT

SECTION 01700 - PROJECT CLOSEOUT

DIVISION 2: SITEWORK

SECTION 02070 - SELECTIVE DEMOLITION

SECTION 02080 - REMOVAL AND DISPOSAL OF ASBESTOS MATERIAL

DIVISION 7: THERMAL AND MOISTURE PROTECTION

SECTION 07311 - ASPHALT SHINGLES

SECTION 07320 - ROOF TILES

SECTION 07413 - METAL ROOFING AND SIDING PANELS

SECTION 07416 - STANDING SEAM METAL ROOFING SYSTEM

SECTION 07510 - BUILT-UP ROOFING REPAIR REPLACEMENT

SECTION 07540 – THERMOPLASTIC ROOFING SYSTEM

SECTION 07565 - PREPERATION FOR REROOFING

SECTION 07600 - FLASHING AND SHEET METAL

SECTION 07620 - PREFABRICATED ROOFING SPECILIALITIES

SECTION 07900 - JOINT SEALERS

DIVISION 9: FINISHES

SECTION 09900 – PAINTING

DIVISION 13: SPECIAL CONSTRUCTION

SECTION 13280 – HAZARDOUS MATERIAL REMEDIATION

DIVISION 16: ELECTRICAL

SECTION 16010 - BASE ELECTRICAL REQUIREMENTS

APPENDIX:

A. AF FORM 66

B. SUBMITTAL #1

C. SUBMITTAL #2

D. SUBMITTAL #3

E. BUR 20 YEAR MATERIAL AND LABOR WARRANTY

F. ROOFING DETAILS (GENERAL)

TABLE OF CONTENTS CONT:

G. ASPHALT SHINGLES SUBMITTAL

H. METAL SIDING & ROOFING SUBMITTAL

I. STANDING SEAM METAL ROOFING

J. TEN YEAR WARRANTY FOR STANDING SEAM & METAL ROOFING

SYSTEM

END OF TABLE

SECTION 01010 - SUMMARY OF THE WORK

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Drawings, Invitation for Bid, and other Division-1 Specification sections, apply to work of this Section.

1.02 PROJECT/WORK IDENTIFICATION:

A. General: Project name is "REPAIR BASE FACILITY ROOFS," as shown on Contract Documents prepared by the 2d Civil Engineer Squadron, Barksdale Air Force Base, Louisiana.

B. Abbreviated Written Summary:

1. Provide all material, labor, equipment, and transportation to dispose, repair, and replace various type roofs according to the specifications, standard details and roof plans at Barksdale AFB, LA.

2. The contract drawings of the typical details are for bid purposes only. After the award, each call will include a specific building that will include a description of work for repair or replacement of the roof. The roof plans will be issued with delivery order when applicable.

C. Work covered by Contract Documents:

1. Repair or replace various roofing systems, not limited to built-up, metal and shingle roofs.

2. Repair or replace flashing materials.

3. Removal of asbestos containing roofing materials and working with existing components containing lead base paint.

4. Install equipment curbs.

5. Provide roofing inspections.

6. Add, remove, or replace rooftop equipment, such as hatches and vents.

7. Moving of existing rooftop equipment.

8. Installation of roof drains and roof insulation.

9. Providing warranties to work completed.

1.03 CONTRACTOR USE OF PREMISES:

A. General: The Contractor shall limit his use of the premises to the work indicated, so as to allow for Government occupancy during construction. The contractor will take necessary safety precautions during construction so as to eliminate any hazard to the occupants.

B. Use of the Site: Confine operations at the site to the areas permitted under the Contract.

Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction.

C. The contractor is responsible for security of his equipment, vehicles and materials.

1.04 GOVERNMENT OCCUPANCY:

A. The Government will be, for the most part, occupying the buildings while work is being performed on the roof for the entire duration of roofing installation and or repair. The contractor will cooperate fully with the occupants during the construction to minimize conflicts and to facilitate the building usage.

B. The contractor will take all necessary precautions to ensure that the occupants will have full access to the facility.

C. Government will be responsible for relocating contents as required so as not to interfere with

Contractor’s work.

1.05 CONSTRUCTION CONDITIONS:

A. Existing Construction: Contractor shall, at his own expense, move and/or disconnect all fixtures, equipment, electrical, and plumbing work, etc., that is necessary to accomplish the work. Upon completion of work all items shall be installed in good working order. The work shall be accomplished in a manner that will cause a minimum of a disturbance to adjacent structures and work areas and their occupants; will result in a maximum of salvageable material; and will preclude damage to structures, equipment and systems not designated for removal. Contractor shall take any measures necessary to ensure that existing buildings are not damaged by his operations. Contractor shall replace or repair any features damaged by his operations in a manner satisfactory to the Contracting Officer or his designated representative.

B. Utilities: Contractor shall submit a schedule of required outages, if needed, for approval by the Contracting Officer. Contractor shall submit a schedule at least 10 days prior to the date outage is required. The Government may or may not grant such permission at its discretion.

The Government shall furnish all reasonably required amounts of potable water, gas, and electricity without cost to the Contractor. The Contractor shall at his expense, furnish and install all distribution lines and furnish any material required to make the temporary connections and disconnections returning to original condition. The Government shall approve the location and routing of temporary line and will supervise the connections to the existing system.

C. Construction Permit: A properly approved and coordinated Construction Permit (AF Form

103) shall be provided to the Contractor prior to any work on each delivery order.

D. Tests: All testing required by specifications except those specified to be accomplished by the Government shall be accomplished by the Contractor at no additional cost. Testing shall be done by a State Approved testing laboratory.

E. As-Built Drawings: The Contractor shall, during the progress of the work, keep an accurate record of all significant changes and corrections from those shown on the drawings. The Contractor shall indicate a measured distance of all pipes, lines and locations of each valve and utility. Upon completion of construction and prior to final payment, the Contractor shall submit these record drawings, where applicable, to the Contracting Officer or his designed representative.

F. Disposal of Materials:

1. Unsalvageable Material: Remove from the building site debris, rubbish, all non-asbestos containing material such as rubble, masonry, trash, and other materials resulting from demolition operations. Transport and legally dispose off base.

2. If hazardous materials are encountered during operations, comply with the applicable regulations, laws and ordinances concerning removal, handling and protection against exposure or environmental pollution. Burning of removed materials is not permitted on base. Transport and legally dispose off base. Deliver to a state and federally approved landfill located off base.

3. Salvageable Materials: Salvageable materials shall consist of all forms of metal and lumber.

Salvaged material shall be segregated from unsalvageable material and delivered to the Government by the Contractor to Building 4434 in the CE Yard. Salvageable material shall be property of Government. Salvageable material shall be further segregated as follows:

(a) Ferrous metal under 1/8-inch thick.

(b) Ferrous metal over 1/8-inch thick.

(c) Non-ferrous metal under 1/8-inch thick.

(d) Non-ferrous metal over 1/8-inch thick.

(e) Prior to delivery, Contractor shall submit a list of materials for each category to the Government Inspector who will execute DD Form 1348-1 for each category to be taken with delivery of materials to Building 4434. Contractor shall mark each container or delivery in large letters `RRRP’.

4. Salvageable equipment: Disassemble, match-mark as required, and deliver to the Government.

G. Fire Prevention: The Base Fire Chief will provide the Contractor with a copy of BAFB Fire

Prevention Checklist, in effect at the time of solicitation, at the Pre-Construction Conference.

Contractor will abide by said checklist and obtain permits as may be required. Contractor shall notify Base fire department prior to shutdown of emergency utilities to the facility.

H. Environmental Protection: Contractor shall clean up and properly dispose of all liquid spills caused by his or his subcontractors' equipment and vehicle.

I. Existing Utility Services: Location of utility service lines and mains shall be determined by examination of previous building plans, utility maps and other records, and if any are located within areas of construction, exact locations shall be made and marked to prevent damage during construction. Lines will be marked by Civil Engineer prior to the Contractor digging.

J. Construction Safety: The Contractor and all subcontractors shall conduct all construction activities in safe and responsible manner. Contractor shall ensure that materials, means and methods utilized in the conduct of the Work are in accordance with all appropriate OSHA (29 CFR parts 1910 and 1926 - Safety Standards for Fall Protection in Construction) and other related safety standards.

K. Entry/Vehicle Registration Requirements: Contractor and all subcontractors shall comply with the entry/vehicle registration requirements in accordance with AFI 31-211.

L. Regulatory Requirements:

1. Part 1926 - Chapter of Title 29, Code of Federal Regulations.

2. Part 192 - Chapter of Title 49, Code of Federal Regulations.

3. Air Force Safety and Health Standard: AFR127-12, Air Force Occupational Safety and

Health Program, and applicable standards.

1.06 PROJECT DESCRIPTION

A. Contractor will be called upon to perform roof related work as described in 1.02 C above.

Contractor will repair and replace various roof systems on the base.

1.07 WORK SEQUENCE

A. The Work will be conducted to provide the least possible interference with the ongoing functions of the facility. The general contractor and the roofing contractor shall coordinate all phases of construction with Barksdale AFB. Temporary dust barriers may be required during construction.

1.08 CONTRACTOR USE OF PREMISES

A. During the construction period, the Contractor shall have full use of the premises for construction operations, including use of a portion of the site as determined by the Project Manager.

B. Keep driveways and entrances serving the premises clear and available to Barksdale AFB personnel at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

C. Maintain the existing building in a weather tight condition throughout the construction period.

Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period.

2.00 PART 2 - PRODUCTS

Use top quality products IAW with industry standards.

3.00 PART 3 - EXECUTION

Not applicable

END OF SECTION 01010

SECTION 01031 - INTERFACING OF NEW AND EXISTING WORK

1.00 PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Quality of work and materials to be used.

B. Protection of new and existing work.

C. Transition between existing and new work under the scope of this contract.

1.02 QUALITY OF WORK

A. Assign the work of moving, removal, cutting, and patching to trades qualified to perform the work in a manner to cause the least damage to each type of work, and provide means of returning surfaces to appearance of new work.

B. Perform cutting and removal work to remove minimum material necessary and in a manner to avoid damage to adjacent work. Cut finish surfaces such as roofing sheets, insulation, deck, etc in a straight line or at a natural point of division.

1.03 WARRANTY

A. In case there exists a roofing warranty on any existing roof, then any work to be performed under this contract shall be tied in to the existing warranty without voiding it. The contractor shall contact the existing roofing manufacturer and conform his work to that manufacturer's requirement.

2.01 SALVAGED MATERIALS

A. Do not incorporate salvaged or used material in new construction except as indicated and approved by the Contracting Officer and or project engineer.

2.02 PRODUCTS FOR PATCHING, EXTENDING, AND MATCHING

A. Provide same products or types of construction as that in existing structure, to match existing work.

B. Generally, Contract Documents will not define products or standards of workmanship present in existing construction. Contractor shall determine products by inspection and any necessary testing. Workmanship standard could be determined by use of the existing as a sample for comparison.

3.01 PROTECTION

A. Protect from damage by adjacent work all existing structural members, finishes, facility systems and equipment that are to remain.

3.02 PERFORMANCE

A. Cut, move, or remove items as necessary to provide access or to allow alterations and new work to proceed. This includes cleaning of surfaces and removal of surface finishes as needed to install new work and finishes.

3.03 ADJUSTMENTS

A. Where paint is removed, patch surfaces with finish materials to match existing.

1. Provide smooth planes without breaks, cracks, blisters, dents and scratches.

2. Where extreme change of plane occurs, request instructions from Contracting Officer as to method of making transition.

3.04 DAMAGED SURFACES

A. Patch and replace any portion of an existing finished surface which is found to be damaged, lifted, discolored, or shows other imperfections with matching material.

1. Provide adequate support of substrate prior to patching the finish.

2. Refinish patched portions of painted or coated surfaces in a manner to produce uniform color and texture over entire surface.

3. When existing surface finish cannot be matched, refinish entire surface to nearest intersections.

3.05 TRANSITION FROM EXISTING TO NEW WORK

A. When new work abuts or finishes flush with existing work, make a smooth and workmanlike transition. Patched work shall match existing adjacent work in texture, color and appearance so that the patch or transition is invisible at a distance of five feet.

B. When finished surfaces are cut in such a way that a smooth transition with new work is not possible, terminate existing surface in a neat manner along a straight line at a natural line of division, and provide trim appropriate to finished surface.

END OF SECTION 01031

SECTION 01040 - PROJECT COORDINATION

1.01 RELATED DOCUMENTS

A. Drawings, Invitation for Bid, and other General Requirements Specifications apply to this section.

1.02 DESCRIPTION OF WORK:

A. Minimum administrative and supervisory requirements necessary for coordination of work on the project include but are not necessarily limited to the following:

1. Limitations for use of site.

2. General installation provisions.

3. Cleaning and protection.

4. Conservation and salvage.

1.03 LIMITATIONS OF USE OF THE SITE:

A. General: The contractor shall limit his use of the areas to be repaired. All buildings will be occupied during construction; therefore, the Contractor shall be required to limit his use of the area.

Not Applicable

3.01 GENERAL INSTALLATION PROVISIONS:

A. Installer’s Inspection of Conditions: Require the Installer of each major unit of work to inspect the substrate to receive work and conditions under which the work is to be performed.

The Installer shall report all unsatisfactory conditions in writing to the Contractor and the contractor shall report to the Contracting Officer or his/her representative. Do not proceed with the work until satisfactory conditions have been corrected in a manner acceptable to the Installer.

B. Manufacturer’s Instructions: Where installations include manufactured products, comply with the manufacturer’s applicable instructions and recommendations for installation, to the extent that these instructions and recommendations are more explicit or more stringent than requirements indicated in the contract documents.

3.02 CLEANING AND PROTECTION:

A. General: During handling and installation of work at the project site, clean and protect work in progress and adjoining work on the basis of continuous maintenance.

B. Limiting Exposures of Work: Through reasonable control and protection methods, supervise performance of the work in such a manner and by such means which will ensure that none of the work, whether completed or in progress, will be subjected to harmful, dangerous, damaging or otherwise deleterious exposure during the construction period.

3.03 CONSERVATION AND SALVAGE:

A. General: It is a requirement for supervision and administration of the work that construction operations be carried out with the maximum possible consideration given to conservation of energy, water and materials. In addition, maximum consideration shall be given to salvaging materials and equipment involved in performance of the work but not incorporated therein.

Salvageable roofing materials, equipment and building components will be identified by the Government prior to beginning of any removal of existing roofing and with each delivery order. Contractor shall carefully remove those items. After removing those from the existing roofs or walls and prior to disposing them off, the Contractor shall request the Contracting Officer for final inspection for disposal on those items. Items that are approved by the Contracting Officer at this time shall be disposed as specified in section 01010 Summary of Work.

3.04 ROOFTOP EQUIPMENT

A. Several small and large pieces of equipment shall be required to be removed and reinstalled in working condition in this contract. Contractor shall coordinate removal and reinstallation of the equipment that is in the way of the new roofing installation. Contractor shall provide necessary labor and equipment for moving any rooftop equipment. The work may include disconnection and connection of utilities, temporarily relocating in a nearby place or on the ground level as approved by the Contracting Officer. Any insulation, piping, ducting, conduits, wiring etc. shall be properly connected in a workman like manner. Use fasteners, tapes, jackets, sleeves etc to ensure proper jointing. After reinstalling, the equipment shall be tested, balanced and be made in the working order by the Contractor.

END OF SECTION 01040

SECTION 01045 - CUTTING AND PATCHING

1.00 PART I - GENERAL

1.01 SECTION INCLUDES:

A. Requirements and limitations for cutting and patching of work.

B. Cutting, fitting, and patching to complete work and to:

1. Fit the several parts together, to integrate with other work.

2. Uncover existing work to install new work.

3. Remove and replace defective and nonconforming work.

4. Remove samples of installed work for testing.

5. Provide openings in nonstructural elements for penetrations of mechanical and electrical work.

1.02 SUBMITTALS:

A. Submit a written request to the Contracting Officer no less than seven (7) calendar days in advance of cutting or alteration which affects:

1. Structural integrity of any element of project.

2. Integrity of weather-exposed or moisture-resistant element.

3. Efficiency, maintenance, or safety of any operational element.

4. Visual qualities of sight-exposed elements.

5. Work of Government.

B. Include the following in the request:

1. Identification of the project.

2. Location and description of affected work.

3. Necessity for cutting or alteration.

4. Description of proposed work, tools, equipment, and shoring to be used.

1.03 DESCRIPTION OF REQUIREMENTS:

A. Definition: "Cutting and patching" includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore or change surfaces to their original or new condition.

B. Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work. Unless otherwise specified requirements of this section apply to mechanical and electrical work. Refer to Division-15 and Division-16 sections for additional requirements and limitations on cutting and patching of mechanical and electrical work.

1.04 QUALITY ASSURANCE:

A. Requirements for Structural Work: Do not cut and patch structural work in a manner that would result in a reduction of load-carrying capacity or of load-deflection ratio.

B. Operational and Safety Limitations: Do not cut and patch operational elements or safety related components in a manner that would result in a reduction of their capacity to perform in the manner intended, including energy performance, or that would result in increased maintenance, or decreased operational life or decreased safety, C. Visual Requirements: Do not cut and patch work exposed on the building's exterior or in its occupied spaces, in a manner that would result in lessening the building's aesthetic qualities.

Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work.

2.00 PART 2 - PRODUCTS:

2.01 MATERIALS

A. General: Except as otherwise indicated, or as directed by the Contracting Officer or his designated representative, use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics. Certification shall be provided for all materials to be used for patch work.

B. For any change in materials, submit a request for use of “or equal” products/materials in accordance with Section 01300.

3.00 PART 3 - EXECUTION:

3.01 INSPECTION:

A. Inspect existing conditions including elements subject to damage or movement during cutting and patching.

B. After uncovering, inspect conditions affecting performance of work.

C. Beginning of cutting or patching means acceptance of existing conditions.

3.02 PREPARATION:

A. Provide temporary support to the area of the roof where cutting will be required. When cutting procedures commence, supporting members may be cut and weakened, thus redistributing its load to others. Structural failure is possible as load resistance capacities are exceeded. Therefore, the contractor will provide supports of sufficient strength and numbers to prevent failure.

B. Protection: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather conditions for that part of the project that may be exposed during cutting and patching operations.

3.03 REPAIR TO EXISTING ROOF DECKS

A. Poured-in-place Gypsum: Gypsum concrete shall be ASTM C 317, Class A, compressive strength and installation shall be as recommended by the manufacturer for the roofing deck.

Gypsum mix shall be thoroughly mixed using a minimum amount of water to form a thick, pourable mixture. Edge joints and end joints shall be grouted against steel framing. After initial set, excess grout shall be stricken off to form smooth, flush joint. Any surface damage shall be patched with grout and smoothed. Portion damaged beyond repair shall be removed and replaced.

B. Light Weight Concrete decks: Air-entraining mixture shall conform to ASTM C 260.

Admixtures containing chloride ions shall not be used. Light weight aggregate shall be free of asbestos and shall conform to ASTM C 332, Group I. Foaming agent for making cellular concrete shall conform to ASTM C 869. Portland cement shall confirm to ASTM C 150, Type I, III; or ASTM C 595, Type IS. Steel reinforcement shall match to existing and be tied into existing to assure structural strength. Repair and reconstruct the deck as recommended in the manufacturer’s instructions.

C. Alternate Method: Fill the removed patch with new insulation fillboard and match new material thickness to the existing gypsum or concrete deck. Tightly fit the insulation in the patch, grout joints smooth as required. Ensure that structural strength of existing roofing deck is not affected in anyway by this patching method.

3.03 PERFORMANCE:

A. General: Employ skilled workmen to perform cutting and patching work. Except as otherwise indicated or as approved by the Contracting Officer or his designated representative, proceed with cutting and patching at the earliest feasible time and complete work without delay.

B. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining work. Where possible review proposed procedures with the original installer;

comply with original installer's recommendations.

C. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing.

D. Restore damages with new products in accordance with contract requirements.

E. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersections. Refinish entire unit when the surface is part of an assembly.

END OF SECTION 01045

SECTION 01080 - FIRE PROTECTION

A. Responsibility.

B. Fire Prevention Rules.

1.02 RESPONSIBILITY:

A. The Base Fire Chief or his/her representative will attend pre-construction conferences to brief contractors on pertinent fire regulations and to provide guidance for fire safe operations during contract performance. Fire prevention guidance will be furnished to the Contractor for briefing his/her personnel.

B. It is the responsibility of any person who discovers a fire to report it immediately, even when it is extinguished without the aid of the Fire Department. To do this:

1. Sound the alarm locally by activating the installed fire alarm or by shouting to notify the occupants.

2. Report the fire by dialing the Base emergency number.

3. Give the Fire Department the following information: Building number, name of person reporting the fire, type of fire (building, grass, automobile, etc.), and exact location of the fire in the building (north end, south end, etc.).

1.03 FIRE PREVENTION RULES:

A. Smoking:

1. Cigars, cigarettes, matches, or mechanical lighters will not be used in any building, except in areas specifically designated as "Smoking Area".

2. Smoking will not be permitted within 50 feet of the repair dock, paint and dope shops, gasoline storage and dispensing areas, and motor maintenance shops.

3. Smoking materials shall be disposed of in special noncombustible receptacles at the close of business or upon cessation of operations each day.

4. Smoking is prohibited in any facility or area wherein any painting operation is being accomplished. Smoking is permitted in designated areas only, verified by the Contracting Officer.

B. Non-explosion proof heaters and all open flame heaters will be prohibited for use in any facility or area where volatile vapors are present or may accumulate.

C. Electrical:

1. During Fire Prevention inspections conducted by the Base Fire department, all appliances deemed unsafe and connected to an electrical distribution system will be disconnected from the electrical system and not be reconnected until approved by the Contracting Officer. The Base Fire Department will perform periodic inspection to verify compliance.

2. All flexible cords used on appliances will be used in continuous length and be in good condition without splice tape.

D. Housekeeping:

1. Remove trash from buildings at the end of the workday.

2. Use only noncombustible trash containers and waste paper containers.

3. Ensure trash does not accumulate on the floors, in attics, or underneath stairwells of buildings. Attics and areas underneath stairwells will not be used for storage without prior written approval of the Base Fire Chief.

4. Locate outdoor trash receptacles at a reasonably safe distance from buildings. In no instance will trash, including scrap lumber, be stacked less than 15 feet from any building.

5. Rags shall be kept in a metal container with metal lid. Containers shall be properly marked, stating contents.

E. Flammable Liquids:

1. Store flammable liquids only in buildings designated and approved for that purpose.

"Flammable" and "No Smoking" signs shall be prominently posted.

2. Do not store gasoline in any building without approval from the Base Fire Chief.

3. Limit any supplemental supply of flammable liquids kept on the premises to the amount necessary for one day's use. This supply shall be kept in approved safety cans that shall be stenciled with the name of contents and the word "FLAMMABLE".

4. Locate all paint storage sheds at least 50 feet from any building.

5. Perform all spray painting in compliance with established safe practices.

F. Liquid Fuel Powered Equipment:

1. Maintain adequate ventilation in all areas when power equipment is to be used and where an accumulation of explosive gases is likely to occur from the use of power equipment.

2. Do not park privately owned vehicles in any building or structure other than those designated and approved for this purpose.

G. Water mains and fire hydrants will not be shut off, nor will any maintenance be performed that will interfere with the water supply on the Base without first obtaining permission from the Base Fire Department and the 2 CES plumbing shop.

H. Arc Welding, Torch Welding, Cutting, and Brazing:

1. Welding, cutting, or brazing other than in approved welding shops, will require permission from the Base Fire Department and the issuance of a Welding Permit for open flame work.

2. Only certified welders may operate welding equipment.

3. Inspect all equipment daily for damage, loose connections, or unsafe conditions.

Repair or replacement must be made, as required, prior to use.

4. Station fire-extinguishing equipment near the welding location.

2.00 PART 2 - PRODUCTS: NOT USED.

3.00 PART 3 - EXECUTION: NOT USED.

END OF SECTION 01080

SECTION 01090 - REFERENCE STANDARDS

A. Applicability of Reference Standards.

B. Provision of Reference Standards at site.

C Source and acronyms used for Reference Standards in Contract Documents.

1.02 APPLICABILITY OF REFERENCE STANDARDS:

A. For products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. The publications listed in the various specification sections form a part of the specification to the extent referenced. The publications are referred to in the text by basic designation only.

C. Use the latest standard, except when a specific date is specified.

D. Disregard payment provisions contained in any portion of the referenced specifications and standards.

1.03 PROVISION OF REFERENCE STANDARDS AT SITE: When required by individual specification sections, obtain a copy of the standard. Maintain a copy at the jobsite during submittals, planning, and progress of the specific work until completion.

1.04 SOURCE FOR REFERENCE STANDARDS:

AABC Associated Air Balance Council, 1518 K St., NW, Washington, DC 20005 ACI American Concrete Institute, P.O. Box 19150, Detroit, MI 48219 ACPPA Asbestos Cement Pipe Producers Association, 1745 Jefferson Davis Highway, Suite 406, Arlington, VA 22202 ADC Air Diffusion Council, One I11. Ctr #200, 111 E. Wacker Dr.

Chicago, IL 60601 AGA American Gas Association, 1515 Wilson Blvd., Arlington, VA 22209 AISC American Institute of Steel Construction, One E. Wacker Dr., Suite 3100 Chicago, IL 60601-2001 AITC American Institute of Timber Construction, 11818 SE Mill Plain Blvd., Suite

407, Vancouver, WA 98684 AMCA Air Movement and Control Association, 30 West University Dr., Arlington

Heights, IL 60004 ANSI American National Standards Institute, 11 West 42nd St., New York, NY 10036

APA American Plywood Association, S7011 South 19th Street, P.O. Box 11700 Tacoma, WA 98411-0700 API American Petroleum Institute, 1220 L St., NW, Washington, DC 20005 AREA American Railway Engineering Association, 50 F St., NW, Suite 7702 Washington, DC 20001

ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers 1791 Tullie Cir., NE, Atlanta, GA 30329 ASME American Society of Mechanical Engineers, 22 Law Dr., Box 2300, Fairfield, NJ

07007-2300 ASNT American Society for Non-destructive Testing, 4153 Arlingate Plaza, Columbus, OH 43228-0518

ASTM American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA

19103 AWI Architectural Woodwork Institute, P.O. Box 1550, Centreville, VA 22020 AWS American Welding Society, P.O. Box 351040, Miami, FL 33135 AWWA American Water Works Association, 6666 West Quincy, Denver, CO 80235 CFR Code of Federal Regulations, Order from: Superintendent of Documents Government Printing Office, Washington, DC 20402-9371 CS United States Department of Commerce Standard, Order from: National

Technical Information Service, 5285 Port Royal Rd., Springfield, VA 22161 DIPRA Ductile Iron Pipe Research Association, 245 Riverchase Parkway East, Suite O Birmingham, AL 35244 FAA Federal Aviation Administration, Department of Transportation, Order from:

Superintendent of Documents, Government Printing Office, Washington, DC 20402-9371. For documents offered at no cost, order from: Dept. of Transportation, ATTN: M443.2, 400 Seventh St., SW, Washington, DC 20590

FS Federal Specifications, Order from: Standardization Documents Order Desk, Bldg 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5094

FTM-STD Federal Test Method Standards, Order from: Standardization Documents Order Desk, Bldg 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5094

MS Military Specifications (MILSPEC), Standardization Documents Order Desk Bldg 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5094 MSS Manufacturers’ Standardization Society of the Valve and Fittings Industry 127 Park St., NE, Vienna, VA 22180 NACE National Association of Corrosion Engineers, P.O. Box 218340, Houston, TX

77218-8340 NBS National Bureau of Standards, (U. S. Department of Commerce), Gaithersburg, MD 20234

NEMA National Electrical Manufacturers’ Association, 2101 L St., NW, Washington, DC 20037-1526

NFPA National Fire Protection Association, P.O. Box 9146, Quincy, MA 02269 NSF NSF International, 3475 Plymouth Rd., P.O. Box 130140, Ann Arbor, MI

48113-0140 NWMA National Woodwork Manufacturers’ Association (NWWDA) NWWDA National Wood Window and Door Association, 205 West Touhy Ave Park Ridge, IL 60068

OSHA Occupational Safety and Health Administration, (U.S. Department of Labor)

Order from: Superintendent of Documents, Government Printing Office, Washington, DC 20402-9371

SMACNA Sheet Metal and Air-Conditioning Contractors’ National Association, P.O. Box 221230, Chantilly, VA 22022

SSPC Steel Structures Painting Council, 4400 Fifth Ave., Pittsburgh, PA 15213-2683 UBC Uniform Building Code, International Conference of Building Officials, 5360

South Workman Mill Rd., Whittier, CA 90601

UBPPA Uni-Bell PVC Pipe Association, 2655 Villa Creek Dr., Suite 155, Dallas, TX 75234

UL Underwriters' Laboratories, Inc., 333 Pfingston Rd., Northbrook, IL 60062 UPC Uniform Plumbing Code, International Conference of Building Officials, 5360

South Workman Mill Rd., Whittier, CA 90601 WCLIB West Coast Lumber Inspection Bureau, P.O. Box 23145, Portland, OR 97223 WWPA Western Wood Products Association, Yeon Bldg., 522 SW 5th Ave., Portland, OR 97204-2122

END OF SECTION 01090

SECTION 01340 – SUBMITTALS

A. Procedures.

B. Proposed “Or Equal” Products/Materials.

C. Samples.

D. Construction Progress Schedules.

E. Shop Drawings.

F. Product Data.

G. Certificates.

H. Equipment Data Submittals.

I. Manufacturers’ Detailed Instructions.

J. Materials Furnished under Standard Specifications.

1.02 DESCRIPTION OF REQUIREMENTS:

A. General: This section specifies procedural requirements for non-administrative submittals including shop drawings, product data, samples and other miscellaneous work-related submittals. Shop drawings, product data, samples, and other work-related submittals are required to amplify, expand and coordinate the information contained in the Contract Documents. Refer to other Division - I sections and other contract documents for specifications on administrative, non-work-related submittals.

B. Shop drawings are technical drawings and data that have been specially prepared for this project. Standard information prepared without specific reference to a project is not considered to be shop drawings.

C. Product data includes standard printed information on manufactured products that has not been specially prepared for this project.

D. Samples are physical examples of work.

E. Miscellaneous submittals are work-related, non-administrative submittals that do not fit in the three previous categories, including, but not limited to the following:

1. Specially-prepared and standard printed warranties

2. Maintenance agreements

3. Survey data and reports

4. Testing and certification reports

5. Record drawings

6. Operating and maintenance manuals

1.03 SUBMITTAL PROCEDURES:

A. Deliver all submittals to the Contracting Officer within 30 calendar days after the Notice to

Proceed, unless otherwise specified.

1. Transmit each item using AF Form 3000. Identify project, Contractor, subcontractor, major supplier; identify pertinent drawing sheet and detail number, and specification section number, as appropriate. Identify deviations from contract documents.

2. Submit initial progress schedules in quadruplicate within 7 calendar days after commencement of work. After review by the Contracting Officer, revise and resubmit as required.

3. Government’s review will be limited to determination if submittals are in conformance with design concept and general requirements of the project. Approval by the Government shall not absolve the Contractor from his/her responsibilities for specific performance of the item or items submitted.

4. Submittals shall be accepted only from the Contractor (not sub-contractor or material supplier), who shall check submittals for completeness, accuracy for construction purposes, and conformance with contract requirements and shall indicate his/her concurrence on each submittal.

5. Unless otherwise specified, submittals for a specific product/material make, model, formula, etc., will be required only upon first use under the provisions of the contract, not for each subsequent task order issued.

B. General: AF From 3000 shall be used for all submittal requirements. This form will be made available to Contractor at the Pre-construction Conference. Because of the possibility that initial submittals may be disapproved, sufficient time should be allowed for resubmittal for approval so as not to delay construction schedules. All samples submitted will become the property of the Government and none shall be returned to Contractor. All components of a system shall be submitted on the same form. Partial submittals shall be returned without action.

C. Coordination: Coordinate the preparation and processing of submittals with the performance of the work. Coordinate each separate submittal with other submittals and related activities such as testing, purchasing, fabrication, delivery and similar activities that require sequential activity.

D. Listing: At the end of this specification is a listing of the principal submittals required for the work. The listing is included only for the convenience of users of the Contract Documents.

E. Review Time: Allow sufficient time so that the installation will not be delayed as a result of the time required to properly process submittals, including time for resubmittal, if necessary.

Advise the Contracting Officer on each submittal, as to whether processing time is critical to the progress of the work, and if the work would be expedited if processing time could be shortened.

1.04 SPECIFIC SUBMITTAL REQUIREMENTS:

A. General: Specific submittal requirements for individual units of work are specified in the applicable specification section. Except as otherwise indicated in the individual specification sections, comply with the requirements specified herein for each type of submittal.

B. Submittals on Exterior Finishes: In addition to submittals required elsewhere in these specifications, submit one color board.

2. Exterior Color Boards may be submitted separately, but each shall include all finishes involved. The Contractor shall certify that he has reviewed the color samples in detail, which they are in strict accordance with the contract drawings and specifications, except as he may otherwise explicitly state and that all materials are available. Submittal of Color Board shall not relieve the Contractor of the responsibility to submit samples and technical data required by individual sections of the specifications.

3. Color Boards shall be submitted in a standard three-ring binder. Samples shall be mounted on illustration or foam board 8 1/2 inch by 11 inch in size. Provide samples of materials showing color, texture, pattern, and finish for all appearance related items, i.e.

shingles, soffit, fascia, metal (exterior). Samples shall be organized by color schemes with a separate sample for each scheme. Identify each sample by use, location, and manufacturer's product. Coordinate the color board with the drawings, roof plans, finishes, schedules, color schedules, etc.

C. Shop Drawings: Information required on shop drawings includes dimensions, identification of specific products and materials that are included in the work, compliance with specified standards, and notations of coordination requirements with other work. Provide special notation of dimensions that have been established by field measurement. Highlight, encircle or otherwise indicate deviations from the contract documents on the shop drawings.

1. When required by individual specification sections, submit the number of opaque reproductions that the Contractor requires, plus three (3) copies that will be retained by the Government.

2. Shop drawings shall be prepared by persons competent and experienced in the trade involved. Drafting skill is not a requirement but accuracy and completeness of Drawings shall reflect field measurements and conditions and shall show the relationship of the item to adjacent materials.

3. “Shop Drawings” are defined as drawings, diagrams, illustrations, schedules, performance charts, brochures and other data prepared by the Contractor or any subcontractor, manufacturer, supplier, or distributor, which illustrates how specific portions of the work shall be fabricated and/or installed.

4. Shop drawings are not part of the contract documents. Contract documents are prepared under the guidance of the design professional. Shop drawings by long standing tradition in the construction industry are usually prepared by trade’s people who are not registered architects or engineers.

5. The purpose of shop drawings is not to depict or define design but it is to show how the construction document or requirements are to be implemented.

D. Product Data: General information required specifically as product data includes manufacturer's standard printed recommendations for application and use. Compliance with recognized standards of trade associations and testing agencies, and the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product or system with other work.

E. Samples: Submit samples for the Contracting Officer's visual review of general generic kind, color, pattern, and texture, and for a final check of the coordination of these characteristics with other related elements of the work. Samples are also submitted for quality control comparison of these characteristics between the final sample submittal and the actual work as it is delivered and installed.

1. When required by individual specification sections, submit samples that fully illustrate functional characteristics of the product, complete with integral parts and attachments.

2. Include identification on each sample, giving full information.

3. The Contracting Officer will retain samples, except in those instances where the specifications permit use of the sample in the actual work.

4. Provide field finishes at project as required by individual specification section. Install sample complete and finished. Acceptable finishes in place may be retained in completed work.

F. PROPOSED “OR EQUAL” PRODUCTS/MATERIALS:

1. Submit proposed “or equal” products/materials to the Contracting Officer within 20 calendar days after the date of Notice to Proceed is issued.

2. Submit proposed “or equal” products/materials relating to a particular subcontract or trade at one time.

3. List the following information:

A. Proposed item(s).

B. Amounts for all cost variations.

C. Product Data and all information required determining suitability of the proposed product.

D. Impact on other work.

E. Additional information as requested by the Contracting Officer.

4. Approval or rejection of “or equal” products/materials is at the Contracting Officer's discretion, whose judgment will be final. Factors for acceptability of proposed items are as follows:

A. Quality of materials, structural strength, and details of construction or fabrication.

B. Performance and function.

C. Appearance and finish.

D. Impact on other work shall be identified.

5. Do not resubmit any previously rejected proposed items.

6. Use of approved “or equal” products/materials does not relieve the Contractor from compliance with the Contract Documents.

7. “Or equal” products/materials shall not be installed without prior approval. “Or equal” products/materials installed without prior approval shall be removed and replaced with those indicated or specified, at no additional cost to the Government.

G. CERTIFICATES:

1. Each certificate required by the Contract Documents shall be signed by an officer, agent, or individual lawfully authorized to execute the certificate and such authority shall be cited in the certificate by description, title, or other acceptable evidence.

2. Certificates shall be sworn and notarized as to correctness and validity of the contents, and copies shall be notarized to be true copies. Deliver all certificates to the

H. Miscellaneous Submittals:

1. Inspection and Test Reports: Classify each inspection and test report as being either "shop drawings" or "product data" depending on whether the report is specially prepared for the project, or a standard publication of workmanship control testing at the point of production. Process inspection and test reports accordingly.

2. Warranties: Refer to other sections for specific general requirements on warranties, product bonds, workmanship bonds and maintenance agreements.

3. Close-out Submittals: Refer to section "Project Close-out" and to individual sections of these specifications for specific submittal requirements of project close-out information, materials, tools, and similar items.

2.00 PART 2 - PRODUCTS:

Not Applicable

3.01 SUBMITTALS AND TECHNICAL DATA:

A. Unless otherwise specified, furnish submittals in four (4) copies. One (1) signed and dated copy will be returned to the Contractor after approval or disapproval by the

B. Materials incorporated into the work prior to approval from the Contracting Officer are at the Contractor’s risk. The contractor may be required to remove and replace them with approved materials at his/her own expense.

C. Data for operational test reports and commercial warranty and/or guarantee shall be furnished in one (1) copy only.

END OF SECTION 01340

SECTION 01400 - QUALITY CONTROL

1.00 PART 1 - GENERAL:

A. Workmanship.

B. Manufacturers' Instructions and Certificates.

C. Testing Laboratory Services.

1.02 WORKMANSHIP:

A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship.

B. Work shall be performed by persons qualified to produce workmanship of specified quality.

C. Where specific instructions in these Specifications require that a particular product and/or materials be installed and/or applied by “approved applicator” of the manufacturer, it shall be the Contractor’s responsibility to ensure that any subcontractors used for such work be approved applicators.

D. Secure products in place with positive anchorage devices designed and sized to withstand appropriate stresses, vibration, and racking.

1.03 MANUFACTURERS' INSTRUCTIONS AND CERTIFICATES:

A. When required by individual Specifications section, submit manufacturer's printed instructions, in accordance with Section 01300, for product data, assembly, installation, adjusting, and finishing.

B. Comply with instructions in full details including each step in sequence. Should instructions conflict with Contract Documents, request clarification from the Contracting Officer before proceeding.

C. When required by individual Specifications section, submit manufacturers' certificate, in duplicate, that products meet specified requirements.

1.04 TESTING LABORATORY SERVICES:

A. Select a testing laboratory for testing hereinafter specified with the approval of the

B. Notify the testing laboratory that materials are ready for sampling.

C. Selection of samples shall be made by the Contracting Officer’s representative.

D. The testing lab shall submit reports in duplicate directly to the Contracting Officer with a…