Attachment_1,_Specifications.pdf

PROJECT:

PROVIDE AND INSTALL PRE-ENGINEERED OFFICE SYSTEM IN

ROOMS 110 & 111

BUILDING 4301

PROJECT NUMBER: MAHG16-9000

16 MARCH 2017

KEESLER AIR FORCE BASE BILOXI, MISSISSIPPI

Keesler AFB 508 L Street Keesler AFB, MS 39534

Attachment 1

FA3010-17-R-0008

INDEX

SECTION NAME

00 10 20 DRAWING LIST

01 33 00 SUBMITTALS

07 20 00 INSULATION

07 27 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

08 71 00 DOOR HARDWARE

09 50 00 ACOUSTIC PANEL CEILINGS

23 00 00 GENERAL PROVISIONS

23 00 01 BASIC MECHANICAL MATERIALS AND METHODS

23 00 10 HANGARS AND SUPPORTS

23 07 13 MECHANICAL INSULATION

23 33 00 DUCT ACCESSORIES

23 37 00 DIFFUSERS, REGISTERS & GRILLES

23 40 00 FILETER (AIR)

23 62 12 REFRIGERANT PIPING

23 62 14 VARIABLE REFRIGERANT FLOR UNITS

23 74 33 DEDICATED OUTDORR-AIR UNITS

26 01 00 ELECTRICAL GENERAL REQUIREMENTS

26 01 20 ELECTRICAL COORDINATION

26 01 40 ELECTRICAL WORK CLOSEOUT

26 01 45 ELECTRICAL RELATED WORK

26 01 60 ELECTRICAL DEMOLITION

26 05 19 WIRES AND CABLES

26 05 26 GROUNDING

26 05 29 SUPPORTING DEVICES

26 05 33 RACEWAYS

26 05 35 ELECTRICAL BOXES AND FITTINGS

26 05 39 ELECTRICAL CONNECTIONS FOR EQUIPMENT

26 22 00 DRY-TYPE TRANSFORMERS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 16 DISCONNECT SWITCHES

SECTION 00 10 20

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This document lists the drawings for the project.

1.2 CONTRACTDRAWINGS

Contract drawings are as follows:

DRAWING No. TITLE

T1.0 TITLE SHEET

C1.0 SITE UTILITY PLANS

A1.0 PARTIAL FLOOR PLAN

M1.0 MECHANICAL PLAN

M2.0 PIPING SCHEMATIC

M3.0 MECHANICAL SCHEDULES

M4.0 MECHANICAL DETAILS

E1.0 ELECTRICAL PLAN

E2.0 RISER DIAGRAM; PANEL SCHEDULE

END OF SECTION

SECTION 01 30 00

SUBMITTALS

1.01 GENERAL

A. Related Requirements Specified Elsewhere

1. PAE General Conditions-Statement of Work

B. Send all submittals to:

81 CONS

1.02 CONSTRUCTION SCHEDULE

A. Provide projected construction schedules for entire work, revise periodically.

B. Prepare in form of horizontal bar chart.

1. Provide separate horizontal bar column for each trade or operation.

2. Order: Chronological order or beginning of each item of work.

3. Identify each column:

a. By major specification section number.

b. By distinct graphic delineation.

4. Horizontal time scale: Identify first workday of each week.

5. Scale and spacing: To allow space for updating.

C. Provide complete sequence of construction by activity.

1. Shop Drawings, Product Data and Samples:

a. Submittal dates.

b. Dates reviewed copies will be required.

2. Product procurement and delivery dates.

3. Dates for beginning and completion of each element of construction, specifically:

Ordering/Delivery of Materials Preparation of Installation site Installation of Carpeting and accessories

D. Show projected percentage of completion for each item of work as of first day of each month.

1.03 SUB-CONTRACTORS AND SUPPLIERS

A. Submit to the Contracting Officer within 10 days of award of contract a list of all sub contractors to be used on the work.

B. Submit to the Contracting Officer within 10 days of award of contractor a list of all suppliers and material men furnishing products to be incorporated in the work not a part of a sub-contract.

C. Lists shall include company name, address, phone number and contact person if applicable.

1.04 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

A. Submit to the Designer samples and product data on the following:

1. Insulation

2. Fire-stopping

3. Joint Sealants

4. Steel doors and frames

5. Door hardware

6. Acoustic panel ceilings

7. Any and all contingent components deemed necessary by the Contracting Officer.

B. Each submittal shall be forwarded to:

Contracting Office with a separate transmittal letter identifying specification section and number pertinent to submittal. Transmittal letter shall delineate all variations of product submitted from that specified.

C. Designate on the Construction Schedule dates for submission and dates reviewed shop drawings, product data and samples will be needed for each product.

D. Product Data

1. Manufacturer's standard schematic drawings:

a. Modify drawings to delete information not applicable to project.

b. Supplement standard information to provide additional information applicable to project.

2. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data.

a. Clearly mark each copy to identify pertinent materials, products or models.

b. Show dimensions and clearances required.

c. Show performance characteristics and capacities.

d. Show wiring diagrams and controls.

E. Contractor Responsibilities

1. Review shop drawings, product data and samples prior to submission.

2. Verify:

a. Field measurements.

b. Field construction criteria.

c. Catalog numbers and similar data.

3. Coordinate each submittal with requirements of work and of Contract Documents.

4. Contractor's responsibility for errors and omissions in submittals is not relieved by

Contracting Officer's review of submittals.

5. Contractor's responsibility for deviations in submittals from requirements of Contract

Documents is not relieved by Contracting Officer's review of submittals, unless Contracting Officer gives written acceptance of specific deviations.

6. Notify Contracting Officer in writing at time of submission of deviations in submittals from requirements of Contract Documents.

7. Begin no work which requires submittals until return of submittals with Contracting Officer's stamp and initials or signature indicating review.

8. After Contracting Officer's review, distribute copies.

F. Submission Requirements

1. Schedule submissions at least ten days before dates reviewed submittals will be needed.

2. Submit number of shop drawings and product data and samples which Contractor requires for distribution plus two copies which will be retained by Contracting Officer on all items.

3. Accompany submittals with transmittal letter, in duplicate, containing:

a. Date

b. Project title and number

c. Contractor's name and address

d. Identification of product or material

e. Relation to adjacent structure or materials

f. Field dimensions, clearly identified as such

g. Specification section number. Applicable standards, such as ASTM number or

Federal Specification.

I. Contractor's stamp initialed or signed certifying to review of submittal, verification of field measurements and compliance with Contract Documents.

G. Resubmission Requirements

1. Shop Drawings:

a. Revise initial drawings as required and resubmit as specified for initial submittal.

b. Indicate on drawings any changes, which have been made other than those requested by Contracting Officer.

2. Product Data and Samples: Submit new data and samples as required for initial submittal.

1.05 PROJECT RECORD DOCUMENTS

A. As-Built Drawings

1. This paragraph covers as-built drawings complete, as a requirement of the contract. The terms "drawings," "contract drawings," "drawing files," "working as-built drawings" and "final as-built drawings" refer to contract drawings which are revised to be used for final as-built drawings.

B. Working As-Built and Final As-Built Drawings

1. The Contractor shall revise 2 sets of paper drawings by red-line process to show the as-built conditions during the prosecution of the project. These working as-built marked drawings shall be kept current on a weekly basis and at least one set shall be available on the jobsite at all times.

C. Changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. Final as-built drawings shall be prepared after the completion of each definable feature of work, as appropriate for the project. The working and final as-built drawings shall show, but shall not be limited to, the following information:

1. The actual location, kinds and sizes of all sub-surface utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

2. The location and dimensions of any changes within the building structure.

3. Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

4. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor.

5. The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

6. Changes or modifications which result from the final inspection.

7. Where contract drawings or specifications present options, only the option selected for construction shall be shown on the final as-built prints.

8. If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, the Contractor shall furnish a contour map of the final borrow pit/spoil area elevations.

9. Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems.

10. Modifications (change order price shall include the Contractor's cost to change working and final as-built drawings to reflect modifications

D. Drawing Preparation

1. The as-built drawings shall be modified as may be necessary to correctly show the features of the project as it has been constructed by bringing the contract set into agreement with approved working as-built prints, and adding such additional drawings as may be necessary.

These working as-built marked prints shall be neat, legible and accurate. These drawings are part of the permanent records of this project and shall be returned to the Contracting Officer after approval by the Government. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at no expense to the Government.

E. Manually Prepared Drawings

1. Only personnel proficient in the preparation of manually prepared drawings shall be e m p l o y e d to modify the original contract drawing or prepare additional new drawings.

Additions and corrections to the contract drawings shall be neat, clean and legible, shall be done to the same level of detail, and shall match the adjacent existing line work, and lettering being annotated in type, density, size and style.

2. Within 30 days for contracts less than $5 million after Government approval of all of the working as-built drawings for a phase of work, the Contractor shall prepare the final as-built drawings for that phase of work and submit two sets of blue-line prints of these drawings for Government review and approval. Drawings will become the property of the Government upon final approval. Failure to submit final as-built drawings and marked prints, as required herein, will be cause for withholding any payment due the Contractor under this contract. Approval and acceptance of final as-built drawings shall be accomplished before final payment is made to the Contractor.

F. Digitally Prepared Drawings

1. Only personnel proficient in the preparation of digitally prepared drawings shall be employed to modify the original contract drawing or prepare additional new drawings. Additions and corrections to the contract drawings shall be neat, clean and legible, shall be done to the same level of detail, and shall match the adjacent existing line work, and lettering being annotated in type, density, size and style.

2. Within 30 days for contracts less than $5 million after Government approval of all of the working as-built drawings for a phase of work, the Contractor shall prepare the final as-built drawings for that phase of work and submit two sets of blue-line prints of these drawings for Government review and approval. Drawings will become the property of the Government upon final approval. Failure to submit final as-built drawings and marked prints, as required herein, will be cause for withholding any payment due the Contractor under this contract. Approval and acceptance of final as-built drawings shall be accomplished before final payment is made to the Contractor.

G. Payment

1. No separate payment will be made for as-built drawings required under this contract, and all costs accrued in connection with such drawings shall be considered a subsidiary obligation of the Contractor.

H. As-Built Record of Equipment and Materials

1. The Contractor shall furnish two sets of final record of equipment and materials 10 days after final inspection. The designations shall be keyed to the related area depicted on the contract drawings.

I. Final Approved Shop Drawings

1. The Contractor shall furnish final approved project shop drawings 30 days after transfer of the completed facility.

J. Construction Contract Specifications.

1. The Contractor shall furnish final as-built construction contract specifications, including modifications thereto, 30 days after transfer of the completed facility.

K. Real Property Equipment

1. The Contractor shall furnish a list of installed equipment furnished under this contract. The list shall include all information usually listed on manufacturer's name plate. The "EQUIPMENT- IN-PLACE LIST" shall include, as applicable, the following for each piece of equipment installed: description of item, location (by room number), model number, serial number, capacity, name and address of manufacturer, name and address of equipment supplier, condition, spare parts list, manufacturer's catalog, and warranty. A draft list shall be furnished at time of transfer. The final list shall be furnished 30 days after transfer of the completed facility.

END OF SECTION

SECTION 07 20 00

INSULATION

PART 1 - GENERAL

1.01 DESCRIPTION

A. The work required under this Section consists of batt insulation, blanket insulation and related items to complete the work as indicated on the Drawings and described in the Specifications.

B. Related Requirements Specified Elsewhere

1. Section 01 30 00 - Submittals

1.02 SUBMITTALS

A. Submit data in accordance with Section 01 30 00 - Submittals.

B. Submittals shall include, but not be limited to, the following;

1. Technical literature

2. Performance data

3. Spec-Data sheets

4. Manufacturer's installation instructions

1.03 COORDINATION

A. Efficient utilization of this product requires minimum damage thereto and maximum surface integrity.

Therefore, allow others adequate time and space in which to work to complete their requirements prior to commencing insulation work.

B. Insulation which must be installed as other trades perform their work will be installed in a timely manner and protected so that the work of adjacent trades does not damage or displace insulation.

1.04 HANDLING AND STORAGE

A. Deliver all materials to the job site in the original manufacturer's sealed packages.

B. Store all materials off-ground and cover to keep dry.

PART 2 - MATERIALS

2.01 BATT AND BLANKET INSULATION

A. Ceiling blanket thermal insulation shall be Kraft faced flush fit 6" x 24" fiberglass insulation having an R equal to 19 and comply with Federal Specification HH-1-521E.

PART 3 - EXECUTION

3.01 WALL AND CEILING INSULATION

A. Install 6" blanket insulation above all ceilings. Cut insulation into ceiling tile sized pieces. Chink all loose spots, holes and gaps with insulation. Provide a continuous insulated envelope.

3.02 WORKMANSHIP

A. All work of this Section shall be done by competent craftsmen in a neat workmanlike manner. All insulation shall be left in good condition and neat appearance.

3.03 CLEAN UP

A. Remove all debris from the site upon completion of insulation work.

END OF SECTION

SECTION 07 27 00

FIRESTOPPING

PART I - GENERAL

1.01 DESCRIPTION

A. The work required under this Section consists of providing fire-stopping including fire-safing, sealant, noncombustible insulation and related items to complete the work as indicated on the Drawings and described in the Specifications.

B. Related Requirements Specified Elsewhere

1. Section 01 30 00 - Submittals

1.02 SUBMITTALS

A. Submit data in accordance with Section 01 30 00 - Submittals.

B. Submittals shall include, but not be limited to the following;

1. Technical literature

2. Performance data

3. Spec-Data sheets

4. Manufacturer's installation instructions

1.03 QUALIFICATIONS

A. Manufacturer shall be company specializing in manufacturing the products specified in this Section.

B. Applicator shall be a company specializing in performing the work of this Section.

1.04 COORDINATION

A. Coordinate the work with other trades. Fire-stopping materials at penetrations of insulated pipes and ducts shall be applied prior to insulation, unless the insulation meets the requirements specified for fire-stopping.

1.05 ENVIRONMENTAL REQUIREMENTS

A. Do not apply materials when temperature of substrate material and ambient air is below 60 degree F.

B. Maintain this minimum temperature before, during, and for 3 days after installation of materials.

C. Provide ventilation in areas to receive solvent cured materials.

1.06 HANDLING AND STORAGE

A. Deliver all materials to the job site in the original manufacturer's sealed packages

B. Store all materials off-ground and cover to keep dry.

PART 2 - PRODUCTS

2.01 FIRESTOPPING MATERIAL

A. Fire-stopping material shall be asbestos-free and capable of maintaining an effective barrier against flame and gases in compliance with the following requirements:

1. Flame Spread: 25 or less, ASTM E-84.

2. Smoke development: 50 or less, ASTM E-84.

3. Fire Resistance and Hose Stream Tests: Fire-stopping materials shall be rated "F" and "T" in accordance with ASTM E-814 or UL 1479, except that the "T" rating may be based on thermocouples placed one inch from a penetrating item in lieu of direct attachment to penetrating items. Rating periods shall conform to the time rating of the floor and wall assembles.

4. Combustibility: Non-combustible, ASTM E-136.

B. Dam material shall be non-combustible ceramic type, permanent.

PART 3 - EXECUTION

3.01 FIRESTOPPING LOCATIONS

A. Provide fire-stopping in the following locations:

1. Duct, cable, conduit and piping penetrations through perimeter walls.

2. Openings between walls and ceilings (metal roof deck) of perimeter wall assemblies.

3. Between top runner and fluted bottom of steel floor and/or roof deck above.

4. Between bottom wall track and concrete floor deck.

5. Other locations indicated or specified.

3.02 PREPARATION

A. Surface to be in contact with fire-stopping materials shall be free of dirt, greases oil, loose material, rust, or other substances that may affect proper fitting or the required fire resistance.

B. Remove incompatible materials, which affect bond.

3.03 INSTALLATION

A. Fire-stopping shall be installed in strict accordance with the manufacturer's instructions.

B. Fire-stopping materials shall completely fill the void spaces.

C. Fire-stopped areas shall be examined to ensure proper installation prior to concealing or enclosing the fire-stopped areas.

D. Install galvanized metal collars around penetrating utilities in accordance with manufacturer's instructions.

F. Apply fire-stopping material in sufficient thickness to achieve required rating to uniform density and texture.

G. Close and seal slots, sleeves, and other penetrations in all perimeter walls with fire-stopping material.

H. Fill, seal, and paint annulus between pipe and ductwork and walls or floors in finish spaces to match adjacent surfaces.

I. Systems for plastic piping shall be designed to expand and fully fill opening in the event of a fire.

3.04 CLEANING

A. Clean adjacent surfaces of fire-stopping materials.

3.05 PROTECTION OF FINISHED WORK

A. Protect adjacent surfaces from damaged by materials installation.

END OF SECTION

SECTION 07 92 00

JOINT SEALANTS

PART 1 – GENERAL

1.1 SUMMARY

A. The extent of each form and type of joint sealer is indicated on drawings and by provisions of this section.

B. The applications for joint sealers as work of this section include the following:

1. Wall joints at metal roof deck.

2. Wall joints at floors.

3. Joints between metal door frames and adjacent construction.

4. At locations where dissimilar metals and/or materials come together.

5. Other locations indicated.

B. Related Sections include the following:

1. Section 07 27 00 “Firestopping” for wall partition sealant.

1.2 SUBMITTALS

A. Product Literature

1. Submit product data sheets and the manufacturer's installation instructions. If two or more different sealants are to be in physical contact with each other, obtain from each manufacturer confirmation that its product is compatible with the proposed and adjacent products, including any other products which may be used by other sub-contractors. Include primer literature with the submittal document unless the manufacturer's sealant submittal specifically eliminates the need for a primer.

2. If a stain type primer is required for the sealant selected, such information shall be specifically included on submittal documents calling attention to the need for such staining type primer and noting the planned precautions to prevent exposed stain residue.

3. Include Safety Data Sheets for sealants.

B. Color Samples: Submit manufacturer's standard color chart. Submit cured samples of each chosen color for verification of actual color to be installed. Multiple cured samples may be required for selection.

1.3 DELIVERY, STORAGE AND HANDLING

A. Deliver in manufacturer's original unopened container, clearly identifying each product specified, relating it to the product literature submitted.

B. Store in accordance with manufacturer's recommendation, with proper precautions concerning shelf life, temperature, humidity, and similar storage factors to ensure the fitness of the material when installed.

PART 2 – PRODUCTS

2.1 MATERIALS

A. General Sealer Performance Requirements

1. Provide colors indicated or, if not otherwise indicated, as selected by Contracting Officer from manufacturer's standard colors. Select materials for compatibility with joint surfaces and other indicated exposures, and except as otherwise indicated, select modulus of elasticity and hardness or grade recommended by manufacturer for each application indicated.

B. Type 1: Non-Elastomeric Sealants (Caulking)

1. Single component siliconized acrylic latex caulking compound: ASTM C834, gun grade; flexible, paintable, non-staining, non-bleeding, acrylic emulsion.

2. Use: Interior sealing around doors and gypsum board.

3. Acceptable Manufacturers/Products:

a. GE Silicones RCS 20

b. Bostik, Chem-Calk 600

c. DAP, Inc., DAP ALEX PLUS Acrylic-latex Caulk Plus Silicone

d. Pecora, AC-20 + Silicone

e. Sonneborn, Sonolac

f. Tremco, Tremflex 834 Acrylic Latex Caulk

2.2 ACCESSORIES

A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

B. Joint Primer/Sealer: Provide type of joint primer/sealer recommended by sealant manufacturer for joint surfaces to be primed or sealed.

C. Sealant Backer Rod: Compressible rod stock of open or closed cell polyethylene or polyurethane as recommended by sealant manufacturer for compatibility with sealant.

D. Bond Breaker Tape: An acceptable polyethylene or similar type bond breaker tape used to prevent three-sided adhesion in locations where backer rod cannot be used.

PART 3 – EXECUTION

3.1 EXAMINATION

A. Inspect substrate surface to assure that no bond breaker materials contaminate the surface to which the sealant is to adhere and to ensure that unsound substrates are repaired. Installation of sealant shall be evidence of acceptance of the substrate.

B. Verify joint dimensions prior to installation of the sealant to ensure that all dimensions are within tolerance established in the manufacturer's literature. Unacceptable variations shall be called to the Contracting Officers attention for resolution prior to installing any material.

3.2 PREPARATION

A. Clean joint surfaces immediately before installation of sealant or caulking compound.

Remove dirt, insecure coatings, moisture and other substances which could interfere with bond of sealant or caulking compound. Etch concrete and masonry joint surfaces as recommended by sealant manufacturer.

B. Prime or seal joint surfaces where indicated, and where not indicated if recommended by sealant manufacturer, prior to installation of any backer rod or bond breaker tape. Do not allow primer/sealer to spill or migrate onto adjoining surfaces.

3.3 INSTALLATION

A. General: Comply with manufacturer's printed instructions, except where more stringent requirements are shown or specified, and except where manufacturer's technical representative directs otherwise.

B. Set joint filler units full depth of joint or position in joint to coordinate with other work, including installation of backer rods and sealants. Do not leave voids or gaps between ends of joint filler units.

C. Install sealant backer rod for liquid elastomeric sealants, except where shown to be omitted or recommended to be omitted by sealant manufacturer for application indicated in which case a bond breaker tape shall be used to prevent 3 sided adhesion. Apply backer rod using blunt or rounded tools which will ensure a uniform depth without puncturing the material. Use a rod oversized a minimum of 33% for closed cell and 50% for open cell, unless otherwise required by the manufacturer.

D. Employ only proven installation techniques, which will ensure that sealants are deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint bond surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces, with a smooth, even finish.

E. Install sealant to depths as shown or, if not shown, as recommended by sealant manufacturer but within the following general limitations, measured at center (thin) section of bead.

1. For joints sealed with non-elastomeric sealants, fill joints to a depth in range of 75% to

125% of joint width.

F. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces or to migrate into voids of adjoining surfaces. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage.

G. Curing: Cure sealants and caulking compounds in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesive strength and surface durability.

END OF SECTION

SECTION 08 11 13

STEEL DOORS AND FRAMES

PART 1 GENERAL

1.1 REFERENCES

A. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

B. AMERICAN WELDING SOCIETY (AWS)

1. AWS D1.1/D1.1M (2010; Errata 2011) Structural Welding Code – Steel

C. ASTM INTERNATIONAL (ASTM)

1. ASTM A653/A653M (2011) Standard Specification for Steel Sheet, Zinc Coated

(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

2. ASTM A879/A879M (2012) Standard Specification for Steel Sheet, zinc Coated by the Electrolytic Process for Applications Requiring Designation of the Coating Mass on Each Surface

3. ASTM A924/A924M (2013) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

4. ASTM C578 (2012b) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

5. ASTM C591 (2013) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

6. ASTM C612 (2010) Mineral Fiber Block and Board Thermal Insulation

7. ASTM D2863 (2013) Measuring the Minimum Oxygen Concentration to Support

Candle-Like Combustion of Plastics (Oxygen Index)

8. ASTM E1300 (2012a; E 2012) Determining Load Resistance of Glass in Buildings

9. ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior

Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

10. ASTM F2248 (2012) Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass

D. BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

1. ANSI/BHMA A156.115 (2006) Hardware Preparation in Steel Doors and Steel

Frames

E. NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS

(NAAMM)

1. NAAMM HMMA HMM (1999; R2000) Hollow Metal Manual

F. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1. NFPA 105 (2013) Standard for Installation of Smoke Door Assemblies and Other

Opening Protectives

2. NFPA 252 (2012) Standard Methods of Fire Tests of Door Assemblies

3. NFPA 80 (2013) Standard for Fire Doors and Other Opening Protectives

G. STEEL DOOR INSTITUTE (SDI/DOOR)

1. SDI/DOOR 111 (2009) Recommended Selection and Usage Guide for Standard

Steel Doors, Frames and Accessories

2. SDI/DOOR 113 (2001; R2006) Standard Practice for Determining the Steady State

Thermal Transmittance of Steel Door and Frame Assemblies

3. SDI/DOOR A250.11 (2001) Recommended Erection Instructions for Steel Frames

4. SDI/DOOR A250.3 (2007; R 2011) Test Procedure and Acceptance Criteria for

Factory Applied Finish Painted Steel Surfaces for Steel Doors and Frames

5. SDI/DOOR A250.4 (2011) Test Procedure and Acceptance Criteria for Physical

Endurance for Steel Doors and Hardware Reinforcing

6. SDI/DOOR A250.6 (2003; R2009) Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Frames

7. SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

H. UNDERWRITERS LABORATORIES (UL)

1.2 UL 10C (2009) Standard for Positive Pressure Fire Tests of Door Assemblies SUBMITTALS

A. SD-02 Shop Drawings

1. Doors

2. Frames

3. Accessories-Weather-stripping

4. Show elevations, construction details, metal gages, hardware provisions, method of glazing, and installation details.

B. SD-03 Product Data

1. Doors

2. Frames

3. Accessories Weather-stripping

4. Submit manufacturer's descriptive literature for doors, frames, and accessories.

Include data and details on door construction, panel (internal) reinforcement, insulation, and door edge construction.

a. SD-04 Samples

b. Where colors are not indicated, submit manufacturer's standard colors and patterns for selection.

1.3 DELIVERY, STORAGE, AND HANDLING

A. Deliver doors, frames, and accessories undamaged and with protective wrappings or packaging. Strap knock-down frames in bundles. Store doors and frames on platforms under cover in clean, dry, ventilated, and accessible locations, with 6 mm 1/4 inch airspace between doors. Remove damp or wet packaging immediately and wipe affected surfaces dry. Replace damaged materials with new.

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

A. SDI/DOOR A250.8, except as specified otherwise. Prepare doors to receive door hardware as specified in Section 08 71 00. Exterior doors shall have top edge closed flush and sealed to prevent water intrusion. Doors shall be 1-3/4 inch thick, unless otherwise indicated.

1. Classification - Level, Performance, Model

a. Standard Duty Doors

1) SDI/DOOR A250.8, Level 1, physical performance Level C, of size and design indicated and core construction as required by the manufacturer.

2.2 STANDARD STEEL FRAMES

A. SDI/DOOR A250.8, Level 1 except as otherwise specified. Form frames to sizes and shapes indicated, with knock-down field-assembled corners.

2.3 KNOCK-DOWN FRAMES

A. Design corners for simple field assembly by concealed tenons, splice plates, or interlocking joints that produce square, rigid corners and a tight fit and maintain the alignment of adjoining members. Provide locknuts for bolted connections.

1. Stops and Beads

a. Form stops and beads from 20 gauge steel. Provide for glazed and other openings in standard steel frames. Secure beads to frames with oval-head, countersunk Phillips self-tapping sheet metal screws or concealed clips and fasteners. Space fasteners approximately 12 to 16 inch on center. Miter molded shapes at corners. Butt or miter square or rectangular beads at corners.

2.4 ANCHORS

A. Provide anchors to secure the frame to adjoining construction. Provide steel anchors, zinc-coated or painted with rust-inhibitive paint, not lighter than 18 gage.

1. Wall Anchors

a. Provide at least three anchors for each jamb. For frames which are more than

7.5 feet in height, provide one additional anchor for each jamb for each additional 2.5 feet or fraction thereof.

1) Masonry: Provide anchors of corrugated or perforated steel straps 3/16 inch diameter steel wire, adjustable or T-shaped;

2) Stud partitions: Weld or otherwise securely fasten anchors to backs of frames. Design anchors to be fastened to wood studs with nails, to closed steel studs with sheet metal screws, and to open steel studs by wiring or welding.

3) Completed openings: Secure frames to previously placed concrete or masonry with expansion bolts in accordance with SDI/DOOR 111.

2.5 WEATHERSTRIPPING

A. Integral Gasket

1. Black synthetic rubber gasket with tabs for factory fitting into factory slotted frames, or extruded neoprene foam gasket made to fit into a continuous groove formed in the frame, may be provided in lieu of head and jamb seals. Insert gasket in groove after frame is finish painted. Air leakage of weather stripped doors shall not exceed

1.25 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E283.

2.6 HARDWARE PREPARATION

A. Provide minimum hardware reinforcing gages as specified in SDI/DOOR A250.6. Drill and tap doors and frames to receive finish hardware. Prepare doors and frames for hardware in accordance with the applicable requirements of SDI/DOOR A250.8 and SDI/DOOR A250.6. For additional requirements refer to ANSI/BHMA A156.115. Drill and tap for surface-applied hardware at the project site. Build additional reinforcing for surface-applied hardware into the door at the factory. Locate hardware in accordance with the requirements of SDI/DOOR A250.8, as applicable.

2.7 FINISHES

A. Factory-Primed Finish

1. All surfaces of doors and frames shall be thoroughly cleaned, chemically treated and factory primed with a rust inhibiting coating as specified in SDI/DOOR A250.8.

or paintable A25 galvannealed steel without primer. Where coating is removed by welding, apply touchup of factory primer.

2. Hot-Dip Zinc-Coated and Factory-Primed Finish

a. Fabricate exterior scheduled doors and frames from hot dipped zinc coated steel, alloyed type, that complies with ASTM A924/A924M and ASTM A653/A653M. The coating weight shall meet or exceed the minimum requirements for coatings having 0.4 ounces per square foot, total both sides, i.e., A40ZF120. Repair damaged zinc-coated surfaces by the application of zinc dust paint. Thoroughly clean and chemically treat to insure maximum paint adhesion. Factory prime as specified in SDI/DOOR A250.8.

2.8 FABRICATION AND WORKMANSHIP

A. Finished doors and frames shall be strong and rigid, neat in appearance, and free from defects, waves, scratches, cuts, dents, ridges, holes, warp, and buckle. Molded members shall be clean cut, straight, and true, with joints coped or mitered, well formed, and in true alignment. Dress exposed welded and soldered joints smooth.

Design door frame sections for use with the wall construction indicated. Corner joints shall be well formed and in true alignment. Conceal fastenings where practicable.

PART 3 EXECUTION

3.1 INSTALLATION

A. Frames

1. Set frames in accordance with SDI/DOOR A250.11. Plumb, align, and brace securely until permanent anchors are set. Anchor bottoms of frames with expansion bolts or powder-actuated fasteners. Build in or secure wall anchors to adjoining construction.

B. Doors

2. Hang doors in accordance with clearances specified in SDI/DOOR A250.8. After erection, clean and adjust hardware.

3.2 PROTECTION

A. Protect doors and frames from damage. Repair damaged doors and frames prior to completion and acceptance of the project or replace with new, as directed. Wire brush rusted frames until rust is removed. Clean thoroughly. Apply an all-over coat of rust-inhibitive paint of the same type used for shop coat.

3.3 CLEANING

A. Upon completion, clean exposed surfaces of doors and frames thoroughly. Remove mastic smears and other unsightly marks.

END OF SECTION

SECTION 08 71 00

DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes items known commercially as finish or door hardware that are required for swing, sliding, and folding doors, except special types of unique hardware specified in the same sections as the doors and door frames on which they are installed.

B. This Section includes the following:

1. Hinges

2. Continuous hinges

3. Lock cylinders and keys

4. Locksets and latchsets

5. Exit Devices

6. Closers and Door Control Devices

7. Protection plates

8. Door Seals/Gasketing

9. Silencers

10. Thresholds

C. Related Sections: The following Sections contain requirements that relate to this Section:

1. Section 08 11 13 “Steel Frames”

2. Section 08 20 00 “Wood Doors”

D. Products furnished but not installed under this Section to include:

1. Final replacement cores and keys to be installed by GOVERNMENT.

1.2 REFERENCES

A. Standards of the following as referenced:

1. American National Standards Institute (ANSI)

2. Door and Hardware Institute (DHI)

3. Factory Mutual (FM)

4. National Fire Protection Association (NFPA)

5. Underwriters' Laboratories, Inc. (UL)

a. UL 10C - Fire Tests Door Assemblies

6. Warnock Hersey

B. Regulatory standards of the following as referenced:

1. Department of Justice, Office of the Attorney General, Americans with Disabilities Act, Public Law 101-336 (ADA).

2. CABO/ANSI A117.1: Providing Accessibility and Usability for Physically Handicapped

People, 1992 edition.

1.3 SUBMITTALS

A. General: Submit the following in accordance with Conditions of Contract and Division 1

Specification sections.

B. Product data including manufacturers' technical product data for each item of door hardware, installation instructions, maintenance of operating parts and finish, and other information necessary to show compliance with requirements. For items other than those scheduled in the “Headings” of Section 3, provide catalog information for the specified items and for those submitted.

C. Final hardware schedule coordinated with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware.

1. Final Hardware Schedule Content: Based on hardware indicated, organize schedule into vertical format “hardware sets" indicating complete designations of every item required for each door or opening. Use specification Heading numbers with any variations suffixed a, b, etc. Include the following information:

a. Type, style, function, size, and finish of each hardware item.

b. Name and manufacturer of each item.

c. Fastenings and other pertinent information.

d. Location of each hardware set cross-referenced to indications on Drawings both on floor plans and in door and frame schedule.

e. Explanation of all abbreviations, symbols, and codes contained in schedule.

f. Mounting locations for hardware.

g. Door and frame sizes and materials.

h. Keying information.

i. Cross-reference numbers used within schedule deviating from those specified.

1) Column 1: State specified item and manufacturer.

2) Column 2: State prior approved substituted item and its manufacturer.

2. Furnish complete wiring diagrams, riser diagrams, elevation drawings and operational descriptions of electrical components and systems, listed by opening in the hardware submittals. Elevation drawings shall identify locations of the system components with respect to their placement in the door opening. Operational descriptions shall fully detail how each electrical component will function within the opening, including all conditions of ingress and egress. Provide a copy with each hardware schedule submitted for approval.

Supply a copy with delivery of hardware to the jobsite and another copy to the Government at the time of project completion.

3. Submittal Sequence: Submit final schedule at earliest possible date particularly where acceptance of hardware schedule must precede fabrication of other work that is critical in the Project construction schedule. Include with schedule the product data, samples, shop drawings of other work affected by door hardware, and other information essential to the coordinated review of schedule.

4. Keying Schedule: Submit separate detailed schedule indicating clearly how the Government's final instructions on keying of locks has been fulfilled.

D. Samples of each type of exposed hardware unit in finish indicated and tagged with full description for coordination with schedule. Submit samples prior to submission of final hardware schedule.

1. Samples will be returned to the supplier. Units that are acceptable and remain undamaged through submittal, review, and field comparison process may, after final check of operation, be incorporated in the Work, within limitations of keying coordination requirements.

E. Templates for doors, frames, and other work specified to be factory prepared for the installation of door hardware. Check shop drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements.

F. Contract closeout submittals:

1. Operation and maintenance data: Complete information for installed door hardware.

2. Warranty: Completed and executed warranty forms.

1.4 QUALITY ASSURANCE

A. Single Source Responsibility: Unless otherwise indicated, obtain each type of hardware (latch and locksets, hinges, closers, etc.) from a single manufacturer.

B. Supplier Qualifications: A recognized architectural door hardware supplier, with warehousing facilities in the Project's vicinity, that has a record of successful in-service performance for supplying door hardware similar in quantity, type, and quality to that indicated for this Project and that employs an experienced Architectural Hardware Consultant (AHC) who is available for consultation to Contracting Officer, and Contractor, at reasonable times during the course of the Work.

C. Coordination Meetings:

1. Supplier shall set up and attend the following:

a. Supplier to meet with the Contracting Officer to finalize lock functions and keying requirements and to obtain final instructions in writing.

b. Supplier to meet with the installer prior to beginning of installation of door hardware.

2. General Contractor shall set up and attend the following:

a. Supplier to meet with the Contracting Officer, General Contractor, electrical and security contractors to coordinate all electrical hardware items. Supplier to provide riser diagrams, elevation drawings, wiring diagrams and operational descriptions as required by the General and sub-contractors.

D. Fire-Rated Openings: Provide door hardware for fire-rated openings that complies with NFPA Standard No. 80 requirements of authorities having jurisdiction. Provide only items of door hardware that are listed and tested by UL or Warnock Hersey for given type/size opening and degree of label. Provide proper latching hardware, door closers, approved-bearing hinges and seals whether listed in the Hardware Schedule or not. All hardware shall comply with standards UBC 702 (1997) and UL 10C.

1. Where emergency exit devices are required on fire-rated doors, (with supplementary marking on doors’ UL labels indicating “Fire Door to be equipped with Fire Exit Hardware”) provide UL label on exit devices indicating “Fire Exit Hardware”.

1.5 PRODUCT HANDLING

A. Tag each item or package separately with identification related to final hardware schedule, and include basic installation instructions with each item or package.

B. Packaging of door hardware is responsibility of supplier. As material is received by hardware supplier from various manufacturers, sort and repackage in containers clearly marked with appropriate hardware set number to match set numbers of approved hardware schedule. Two or more identical sets may be packed in same container.

C. Inventory door hardware jointly with representatives of hardware supplier and hardware installer until each is satisfied that count is correct.

D. Deliver individually packaged door hardware items promptly to place of installation (shop or Project site).

E. Provide secure lock-up for door hardware delivered to the Project, but not yet installed. Control handling and installation of hardware items that are not immediately replaceable so that completion of the Work will not be delayed by hardware losses both before and after installation.

1.6 WARRANTY

A. Special warranties:

1. Door Closers: Ten year period

2. Exit Devices: Three year period

3. Locks and Cylinders: Three year period

PART 2 - PRODUCTS

2.1 MANUFACTURED UNITS

(*Denotes manufacturer referenced in the Hardware Headings)

A. Hinges:

1. Acceptable manufacturers:

a. Ives*

b. Bommer

c. PBB

2. Characteristics:

a. Templates: Provide only template-produced units.

b. Screws: Provide Phillips flat-head screws complying with the following requirements:

1) For metal doors and frames install machine screws into drilled and tapped holes.

2) For wood doors and frames install threaded-to-the-head wood screws.

3) For fire-rated wood doors install #12 x 1-1/4 inch, threaded-to-the-head steel wood screws.

4) Finish screw heads to match surface of hinges or pivots.

c. Hinge pins: Except as otherwise indicated, provide hinge pins as follows:

1) Out-Swing Exterior Doors: Non-removable pins.

2) Out-Swing Corridor Doors with Locks: Non-removable pins.

3) Interior Doors: Non-rising pins.

4) Tips: Flat button and matching plug. Finished to match leafs.

d. Size: Except as otherwise indicated, size hinges as follows:

1) Doors up to 3'-0" in width: Standard weight, ball bearing, 4-1/2 x 4-1/2

2) Doors over 3'-0" in width and labeled doors over 8'-0" in height: Heavy weight, ball bearing, 5 x 4-1/2

3) Exterior doors: Heavy weight, ball bearing, 5 x 4-1/2

e. Quantity: Furnish one pair of hinges for all doors up to 5’-0" high. Furnish one hinge for each additional 2-1/2 feet or fraction thereof.

B. Continuous Hinges:

1. Acceptable manufacturers:

a. Ives*

b. Select

c. Stanley

2. Characteristics:

a. Continuous gear hinges to be manufactured of extruded 6063-T6 aluminum alloy with anodized finish, or factory painted finish as scheduled.

b. All hinges are to be manufactured to template. Uncut hinges shall be non-handed and shall be a pinless assembly of three interlocking extrusions applied to the full height of the door and frame without mortising.

c. Vertical door loads shall be carried on chemically lubricated polyacetal thrust bearings. The door and frame leaves shall be continually geared together for the entire hinge length and secured with a full cover channel. Hinge to operate to a full 180o.

d. Hinges to be milled, anodized and assembled in matching pairs. Fasteners supplied shall be 410 stainless steel, plated and hardened.

e. Provide UL listed continuous hinges at fire doors. Continuous hinges at fire doors (suffix -FR) shall meet the required ratings without the use of auxiliary fused pins or studs.

C. Cylinders:

1. Acceptable manufacturers:

a. Match existing Keesler Air Force Base Standard.

2. Characteristics:

a. Review the keying system with the Contracting Officer and provide the type required (master, grandmaster or great-grandmaster).

b. Equip locksets with core cylinders to match existing Base Standard (equal to 7 pin Best A interchangeable cores).

c. Metals: Construct lock cylinder parts from brass or bronze, stainless steel, or nickel silver.

d. Comply with Contracting Officer's instructions for master keying and, except as otherwise indicated, provide individual change key for each lock that is not designated to be keyed alike with a group of related locks.

1) Permanently inscribe each key with number of lock that identifies cylinder manufacturer's key symbol, and notation, “DO NOT DUPLICATE."

e. Key Material: Provide keys of nickel silver only.

f. Key Quantity: Furnish 3 change keys for each lock, 5 master keys for each master system, 5 grandmaster keys for each grandmaster system, 10 construction master keys, 3 construction control keys and 3 permanent control keys.

1) Furnish one extra blank for each lock.

2) Furnish construction keys to General Contractor.

3) Install permanent cores and deliver keys to Contracting Officer.

a) Government to install permanent cores. Permanent cores supplied by Contractor.

D. Locksets and Latchsets:

1. Acceptable manufacturers:

a. Schlage*

b. Sargent

c. Best

d. Or Approved Equal

2. Mortise Locksets and Latchsets:

a. Chassis: Cold-rolled steel.

b. Latchbolts: 3/4-inch throw stainless steel anti-friction type.

c. Lever Trim: Through-bolted, accessible design, cast or solid rod lever as scheduled.

Spindles: Independent break-away.

d. Thumbturns: Accessible design not requiring pinching or twisting motions to operate.

e. Deadbolts: Stainless steel 1-inch throw.

f. Electric operation: Manufacturer-installed continuous duty solenoid.

g. Strikes: 16 gage curved stainless steel, bronze or brass with 1" deep box construction, lips of sufficient length to clear trim and protect clothing.

h. Basis of Design: Schlage L series, design 017.

i. Acceptable Substitution: Sargent 8200 series; Best 45H series.

j. Certifications:

1) ANSI A156.13, 1994, Grade 1 Operational, Grade 1 Security.

2) ANSI/ASTM F476-84 Grade 30 UL Listed.

E. Closers and Door Control Devices:

1. Acceptable manufacturers:

a. LCN Closers 4041*

b. Sargent 281

c. Corbin Russwin DC8000

2. Characteristics:

a. Door closers shall have fully hydraulic, full rack and pinion action with a high strength cast iron cylinder and metal cover.

b. All closers shall utilize a stable fluid withstanding temperature range of 120oF to -

30oF without seasonal adjustment of closer speed to properly close the door.

Closers for fire-rated doors shall be provided with temperature stabilizing fluid that complies with standards UBC 7-2 (1997) and UL 10C.

c. Spring power shall be continuously adjustable over the full range of closer sizes, and allow for reduced opening force for the physically handicapped.