Exhibit 08 - 1 Oct 20.pdf

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Attached to
Job Order Contract - Minor Construction and Repair of Facilities
Solicitation number
W911S8-21-R-0003
Issued by

About this file

This notice solicits proposals for an indefinite delivery indefinite quantity job order contract for minor construction and repair at Joint Base Lewis-McChord in Washington state. The contract has a one-year base period and four one-year options, starting in October 2021, with an estimated value of $50 million. Task orders will range from $2,000 to $1 million. The NAICS code is 236220 and the size standard is $39.5 million. The solicitation is set aside for 8(a) firms with a bona fide office in the Seattle SBA district. No paper copies will be provided; the solicitation is available at https://beta.sam.gov. Prospective contractors must register in SAM under NAICS 236220 to be eligible for award. Notifications will be posted only at https://beta.sam.gov and it is the contractor's responsibility to check for updates.

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SECTION 08 11 13 Page 1

SECTION 08 11 13

STEEL DOORS AND FRAMES

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2008) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A 653/A 653M (2008) Standard Specification for Steel Sheet, Zinc-

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

ASTM A 879/A 879M (2006) Standard Specification for Steel Sheet, zinc

Coated by the Electrolytic Process for Applications Requiring Designation of the Coating Mass on Each Surface

ASTM A 924/A 924M (2008a) Standard Specification for General

Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM C 578 (2007) Standard Specification for Rigid, Cellular

Polystyrene Thermal Insulation

ASTM C 591 (2007) Standard Specification for Unfaced Preformed

Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM C 612 (2004) Mineral Fiber Block and Board Thermal

Insulation

ASTM D 2863 (2006a) Measuring the Minimum Oxygen Concentration to

Support Candle-Like Combustion of Plastics (Oxygen Index)

ASTM E 1300 (2007e1) Determining Load Resistance of Glass in

Buildings

ASTM F 2248 (2003) Standard Practice for Specifying an Equivalent

3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

BHMA A115 (2006)(Complete Set - Spec dates Vary) Specifications for Door and Frame Preparation for Hardware (Incl A115.1 (1990), A115.2 (1987), A115.4 (1994), A115.5 (1992), A115.6 (1993), A115.12 (1994), A115.13

SECTION 08 11 13 Page 2

(1991), A115.14 (1994), A115.15 (1994), A115.16 (1990), A115.17 (1994), A115.18 (1994)

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM HMMA HMM (1999; R2000) Hollow Metal Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 105 (2006; Errata 2007; Errata 2007) Installation of

Smoke Door Assemblies

NFPA 252 (2007) Standard Methods of Fire Tests of Door

Assemblies

NFPA 80 (2006; Errata 2008) Standard for Fire Doors and Other

Opening Protectives

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR 111 (2000) Recommended Selection and Usage Guide for Standard Steel Doors, Frames and Accessories

SDI/DOOR 113 (2001) Determining the Steady State Thermal

Transmittance of Steel Door and Frame Assemblies

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

Frames

SDI/DOOR A250.4 (2001) Test Procedure and Acceptance Criteria for

Physical Endurance for Steel Doors, Frames, Frame Anchors and Hardware Reinforcings

SDI/DOOR A250.6 (2003) Hardware on Steel Doors (Reinforcement -

Application)

SDI/DOOR A250.8 (2003) Recommended Specification for Standard Steel

Doors and Frames

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008) Fire Tests of Door Assemblies

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors Frames Accessories

SECTION 08 11 13 Page 3

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

Schedule of doors

Schedule of frames

Submit door and frame locations.

SD-03 Product Data

Submit manufacturer documentation indicating type of recovered material and the percentage of such material that is recovered. For steel doors, frames and insulation, this shall also include post-consumer recycled content. Alternately, submit written justification of non-use per Section 01 62 35 RECYCLED/RECOVERED

MATERIALS.

Doors Frames Accessories Weatherstripping

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. When "custom hollow metal doors" are provided in lieu of "standard steel doors," provide additional details and data sufficient for comparison to SDI/DOOR A250.8 requirements.

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver doors, frames, and accessories undamaged and with protective wrappings or packaging. Provide temporary steel spreaders securely fastened to the bottom of each welded frame. Store doors and frames on platforms under cover in clean, dry, ventilated, and accessible locations, with 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

SDI/DOOR A250.8, except as specified otherwise. Prepare doors to receive door hardware as specified in Section 08 71 00. Undercut where indicated.

Exterior doors shall have top edge closed flush and sealed to prevent water intrusion. Doors shall be 1-3/4 inches thick, unless otherwise indicated.

Provide exterior glazing in accordance with ASTM F 2248 and ASTM E 1300.

2.1.1 Classification - Level, Performance, Model

2.1.1.1 Standard Duty Doors

SDI/DOOR A250.8, Level 1, physical performance Level C, Model 2, of size(s) and design(s) indicated and core construction as required by the manufacturer. Provide where shown.

SECTION 08 11 13 Page 4

2.1.1.2 Heavy Duty Doors

SDI/DOOR A250.8, Level 2, physical performance Level B, Model 2, with core construction as required by the manufacturer for interior doors and for exterior doors, of size(s) and design(s) indicated. Where vertical stiffener cores are required, the space between the stiffeners shall be filled with mineral board insulation. Mineral board insulation should conform to EPA requirements in accordance with Section 01 62 35 RECYCLED/RECOVERED MATERIALS. Provide Level 2 where indicated.

2.1.1.3 Extra Heavy Duty Doors

SDI/DOOR A250.8, Level 3, physical performance Level A, Model 2 with core construction as required by the manufacturer for interior doors and for indicated exterior doors, of size(s) and design(s) indicated. Where vertical stiffener cores are required, the space between the stiffeners shall be filled with mineral board insulation. Mineral board insulation should conform to EPA requirements in accordance with Section 01 62 35 RECYCLED/RECOVERED MATERIALS. Provide Level 3 where indicated.

2.1.1.4 Maximum Duty Doors

SDI/DOOR A250.8, Level 4, physical performance Level A, Model 2 with core construction as required by the manufacturer for interior doors and for indicated exterior doors, of size(s) and design(s) indicated. Where vertical stiffener cores are required, the space between the stiffeners shall be filled with mineral board insulation. Mineral board insulation should conform to EPA requirements in accordance with Section 01 62 35 RECYCLED/RECOVERED MATERIALS. Provide Level 4 where indicated.

2.2 CUSTOM HOLLOW METAL DOORS

Provide custom hollow metal doors where nonstandard steel doors are indicated. At the contractor's option, custom hollow metal doors may be provided in lieu of standard steel doors. Door size(s), design(s), materials, construction, gages, and finish shall be as specified for standard steel doors and shall comply with the requirement of NAAMM HMMA HMM. Fill all spaces in doors with insulation. Close top and bottom edges with steel channels not lighter than 16 gage. Close tops of exterior doors flush with an additional channel and seal to prevent water intrusion.

Prepare doors to receive hardware specified in Section 08 71 00 DOOR HARDWARE. Undercut doors where indicated. Doors shall be 1-3/4 inches thick, unless otherwise indicated.

2.3 INSULATED STEEL DOOR SYSTEMS

Insulated steel doors shall have a core of polyurethane foam and an R factor of 10.0 or more (based on a k value of 0.16); face sheets, edges, and frames of galvanized steel not lighter than 23 gage, 16 gage, and 16 gage respectively; magnetic weatherstripping; nonremovable-pin hinges;

thermal-break aluminum threshold; and vinyl door bottom. Doors and frames shall receive phosphate treatment, rust-inhibitive primer, and baked acrylic enamel finish. Doors shall have been tested in accordance with SDI/DOOR A250.4 and shall have met the requirements for Level C. Prepare doors to receive specified hardware. Doors shall be 1-3/4 inches thick. Provide insulated steel doors and frames where shown . Insulation should conform to

SECTION 08 11 13 Page 5

EPA requirements in accordance with Section 01 62 35 RECYCLED/RECOVERED

MATERIALS.

2.4 SOUND RATED STEEL DOORS

Doors shall have a Sound Transmission Class (STC) as indicated on the drawings.

2.5 ACCESSORIES

2.5.1 Shelves for Dutch Doors

SDI/DOOR 111. Fabricate shelves of steel not lighter than 16 gage, of the size indicated. Brackets shall be stock type fabricated of the same metal used to fabricate shelves.

2.5.2 Louvers

2.5.2.1 Interior Louvers

SDI/DOOR 111, Louvers shall be stationary sight proof and lightproof type where scheduled. Louvers for lightproof doors shall not transmit light.

Detachable moldings on room or non security side of door; on security side of door, moldings to be integral part of louver. Form louver frames of 20 gage steel and louver blades of a minimum 24 gage. Louvers for lightproof doors shall have minimum of 20 percent net-free opening. Sight proof louvers to be inverted "V" blade design or inverted "Y" blade design with indicated net-free opening.

2.5.2.2 Exterior Louvers

Louvers shall be inverted "Y"; "V"; or "Z" type as indicated net-free opening indicated. Weld or tenon louver blades to continuous channel frame and weld assembly to door to form watertight assembly. Form louvers of hot-dip galvanized steel of same gage as door facings. Louvers shall have steel-framed insect screens secured to room side and readily removable.

Provide aluminum wire cloth, 18 by 18 or 18 by 16 inch mesh, for insect screens. Net-free louver area to be before screening.

2.5.3 Astragals

For pairs of exterior steel doors that will not have aluminum astragals or removable mullions, as specified in Section 08 71 00 DOOR HARDWARE provide overlapping steel astragals with the doors. For interior pairs of fire rated and smoke control doors, provide stainless steel astragals complying with NFPA 80 for fire rated assemblies and NFPA 105 for smoke control assemblies.

2.5.4 Moldings

Provide moldings around glass of interior and exterior doors and louvers of interior doors. Provide nonremovable moldings on outside of exterior doors and on corridor side of interior doors. Other moldings may be stationary or removable. Secure inside moldings to stationary moldings, or provide snap-on moldings. Muntins shall interlock at intersections and shall be fitted and welded to stationary moldings.

SECTION 08 11 13 Page 6

2.6 INSULATION CORES

Insulated cores shall be of type specified, and provide an apparent U-factor of .48 in accordance with SDI/DOOR 113 and shall conform to:

a. Rigid Cellular Polyisocyanurate Foam: ASTM C 591, Type I or II, foamed-in-place or in board form, with oxygen index of not less than 22 percent when tested in accordance with ASTM D 2863; or

b. Rigid Polystyrene Foam Board: ASTM C 578, Type I or II; or

c. Mineral board: ASTM C 612, Type I.

Insulation should conform to EPA requirements in accordance with Section 01

62 35 RECYCLED/RECOVERED MATERIALS.

2.7 STANDARD STEEL FRAMES

SDI/DOOR A250.8, Level 2, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners. Provide steel frames for doors, transoms, sidelights, mullions, cased openings, and interior glazed panels, unless otherwise indicated.

2.7.1 Welded Frames

Continuously weld frame faces at corner joints. Mechanically interlock or continuously weld stops and rabbets. Grind welds smooth.

Weld frames in accordance with the recommended practice of the Structural Welding Code Sections 1 through 6, AWS D1.1/D1.1M and in accordance with the practice specified by the producer of the metal being welded.

2.7.2 Knock-Down Frames

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.

2.7.3 Mullions and Transom Bars

Mullions and transom bars shall be closed or tubular construction and be a member with heads and jambs butt-welded thereto. Bottom of door mullions shall have adjustable floor anchors and spreader connections.

2.7.4 Stops and Beads

Form stops and beads from 20 gage 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 inches on center. Miter molded shapes at corners. Butt or miter square or rectangular beads at corners.

2.7.5 Terminated Stops

SECTION 08 11 13 Page 7

Where indicated, terminate interior door frame stops 6 inches above floor.

Do not terminate stops of frames for lightproof, soundproof, or lead-lined doors.

2.7.6 Cased Openings

Fabricate frames for cased openings of same material, gage, and assembly as specified for metal door frames, except omit door stops and preparation for hardware.

2.7.7 Anchors

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.

2.7.7.1 Wall Anchors

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

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

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

b. 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;

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

d. Solid plaster partitions: Secure anchors solidly to back of frames and tie into the lath. Provide adjustable top strut anchors on each side of frame for fastening to structural members or ceiling construction above. Size and type of strut anchors shall be as recommended by the frame manufacturer.

2.7.7.2 Floor Anchors

Provide floor anchors drilled for 3/8 inch anchor bolts at bottom of each jamb member. Where floor fill occurs, terminate bottom of frames at the indicated finished floor levels and support by adjustable extension clips resting on and anchored to the structural slabs.

2.8 FIRE AND SMOKE DOORS AND FRAMES

NFPA 80 and NFPA 105 and this specification. The requirements of NFPA 80 and NFPA 105 shall take precedence over details indicated or specified.

2.8.1 Labels

Fire doors and frames shall bear the label of Underwriters Laboratories (UL), Factory Mutual Engineering and Research (FM), or Warnock Hersey International (WHI) attesting to the rating required. Testing shall be in accordance with NFPA 252 or UL 10B. Labels shall be metal with raised

SECTION 08 11 13 Page 8 letters, and shall bear the name or file number of the door and frame manufacturer. Labels shall be permanently affixed at the factory to frames and to the hinge edge of the door. Door labels shall not be painted.

2.8.2 Oversized Doors

For fire doors and frames that exceed the size for that testing and labeling are available, furnish certificates stating that the doors and frames are identical in design, materials, and construction to a door that has been tested and meets the requirements for the class indicated.

2.8.3 Astragal on Fire and Smoke Doors

On pairs of labeled fire doors, conform to NFPA 80 and UL requirements. On smoke control doors, conform to NFPA 105.

2.9 WEATHERSTRIPPING

As specified in Section 08 71 00 DOOR HARDWARE.

2.10 HARDWARE PREPARATION

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 BHMA A115. 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. Punch door frames, with the exception of frames that will have weatherstripping or lightproof or soundproof gasketing, to receive a minimum of two rubber or vinyl door silencers on lock side of single doors and one silencer for each leaf at heads of double doors. Set lock strikes out to provide clearance for silencers.

2.11 FINISHES

2.11.1 Factory-Primed Finish

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.

2.11.2 Hot-Dip Zinc-Coated and Factory-Primed Finish

Fabricate exterior doors and frames from hot dipped zinc coated steel, alloyed type, that complies with ASTM A 924/A 924Mand ASTM A 653/A 653M.

The coating weight shall meet or exceed the minimum requirements for coatings having 0.4 ounces per square foot, total both sides, i.e., A40.

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. Provide for exterior doors.

2.11.3 Electrolytic Zinc-Coated Anchors and Accessories

SECTION 08 11 13 Page 9

Provide electrolytically deposited zinc-coated steel in accordance with ASTM A 879/A 879M, Commercial Quality, Coating Class A. Phosphate treat and factory prime zinc-coated surfaces as specified in SDI/DOOR A250.8.

2.12 FABRICATION AND WORKMANSHIP

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. On wraparound frames for masonry partitions, provide a throat opening 1/8 inch larger than the actual masonry thickness. Design other frames in exposed masonry walls or partitions to allow sufficient space between the inside back of trim and masonry to receive caulking compound.

2.12.1 Grouted Frames

For frames to be installed in exterior walls and to be filled with mortar or grout, fill the stops with strips of rigid insulation to keep the grout out of the stops and to facilitate installation of stop-applied head and jamb seals.

2.13 PROVISIONS FOR GLAZING

Materials are specified in Section 08 81 00, GLAZING.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Frames

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. Where frames require ceiling struts or overhead bracing, anchor frames to the struts or bracing.

3.1.2 Doors

Hang doors in accordance with clearances specified in SDI/DOOR A250.8.

After erection and glazing, clean and adjust hardware.

3.1.3 Fire and Smoke Doors and Frames

Install fire doors and frames, including hardware, in accordance with NFPA

80. Install smoke doors and frames in accordance with NFPA 80 and NFPA 105.

3.2 PROTECTION

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

SECTION 08 11 13 Page 10 thoroughly. Apply an all-over coat of rust-inhibitive paint of the same type used for shop coat.

3.3 CLEANING

Upon completion, clean exposed surfaces of doors and frames thoroughly.

Remove mastic smears and other unsightly marks.

-- End of Section --

SECTION 08 14 00 Page 1

JOINT BASE LEWIS-MCCHORD DESIGN STANDARDS

SECTION 08 14 00 - WOOD DOORS

Design Requirements

a. Where new or replacement doors are required at buildings in the Joint Base Lewis-McChord Historic District, designers shall refer to "Maintenance and Repair Manual For Historic Structures at Joint Base Lewis-McChord, Washington", Section 6.0. Doors replaced or added in structures within the Joint Base Lewis-McChord Historic District must conform as closely as possible in materials and appearance to those existing (see attached sketches for examples). Specify solid wood, panel type doors wherever possible. Any glazed areas should be wood-stopped, with muntins providing true divided lites where glazing occurs.

b. Any repairs to existing wood doors to remain must be made carefully. A historic color analysis may be directed by PW before any paint removal.

The designer is also reminded of the likelihood of lead in old paint coatings. The specification should identify this probability and refer the contractor to the appropriate specification section for abatement.

Remove old paint with scraper, hot air gun or chemical strippers. Do not use open flame. Repaint only sound wood (See UFGS 08 52 70 for wood restoration techniques). Do not install felt weatherstripping, it retains moisture near the wood. Avoid vinyl, foam and surface mounted type weatherstripping.

c. New wood doors on Joint Base Lewis-McChord shall primarily be 1¾" thick, 7’-0" high, 5-ply, flush, solid core units. Doors shall be paint grade except for special applications. Doors to receive paint finish shall be economy grade, doors receiving natural finish shall be custom grade, birch veneer. Doors shall be rated as and where required by Fire Codes.

Notes to Designers on Drawing Content Provide door schedule showing door number (keyed to Room number), size and thickness, door type, material, finish fire label requirement, hardware set number, and door frame callouts. Provide Sketches showing door and frame type elevations. Provide door head, jamb and sill details as required. If a specific door manufacturer/model is called out, add a note stating "or equivalent, the manufacturer and model are indicated only to show design intent and there is no intent to limit the selection of similar products of other manufacturers.

SECTION 08 14 00 Page 2

SECTION 08 14 00

WOOD DOORS

Criteria and requirements appearing in bold apply to work of Joint Base Lewis-McChord only.

The publications listed below form a part of this specification to the

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

AWI Qual Stds (8th Edition) AWI Quality Standards

ASTM E 2074 (2000e1) Standard Test Method for Fire Tests of Door

Assemblies, Including Positive Pressure Testing of Side-Hinged and Pivoted Swinging Door Assemblies

ASTM E 283 (2004) Determining the Rate of Air Leakage Through

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

ASTM E 90 (2004) Standard Test Method for Laboratory

Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA LD 3 (2005) Standard for High-Pressure Decorative

Laminates

NFPA 252 (2007) Standard Methods of Fire Tests of Door Assemblies

UL 10B (2008) Fire Tests of Door Assemblies

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

WDMA I.S. 1-A (1997) Architectural Wood Flush Doors

WDMA I.S. 4 (2000) Water-Repellent Preservative Non-Pressure Treatment for Millwork

WDMA I.S. 6 (1997) Wood Stile and Rail Doors

SECTION 08 14 00 Page 3

WDMA TM-5 (1990) Split Resistance Test Method

WDMA TM-7 (1990) Cycle Slam Test Method

WDMA TM-8 (1990) Hinge Loading Test Method

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES.

Doors; G

Submit drawings or catalog data showing each type of door unit;

descriptive data of head and jamb weatherstripping with installation instructions shall be included. Drawings and data shall indicate door type and construction, sizes, thickness, methods of assembly, door louvers, and glazing.

For historic buildings, product data submittals for doors must be approved by Cultural Resource Manager, PW-ED, BLDG 2012, RM 307, 253-966-1785.

Accessories

Composite Panels

Submit manufacturer documentation indicating type and percentage of biobased content or written justification of non-use per Paragraph 2.1.

Water-resistant sealer

Sample warranty

Sound transmission class rating; G

Fire resistance rating; G

SD-04 Samples

Prior to the delivery of wood doors, submit a sample section of each type of door that shows the stile, rail, veneer, finish, and core construction.

Door finish colors; G

SECTION 08 14 00 Page 4

Submit a minimum of three color selection samples for selection by the Contracting Officer.

SD-06 Test Reports

Split resistance Cycle-slam Hinge loading resistance

Submit split resistance test report for doors tested in accordance with WDMA TM-5, cycle-slam test report for doors tested in accordance with WDMA TM-7, and hinge loading resistance test report for doors tested in accordance with WDMA TM-8.

Deliver doors to the site in an undamaged condition and protect against damage and dampness. Stack doors flat under cover. Support on blocking, a minimum of 4 inches thick, located at each end and at the midpoint of the door. Store doors in a well-ventilated building so that they will not be exposed to excessive moisture, heat, dryness, direct sunlight, or extreme changes of temperature and humidity. Do not store in a building under construction until concrete, masonry work, and plaster are dry. Replace defective or damaged doors with new ones.

1.4 WARRANTY

Warrant doors free of defects as set forth in the door manufacturer's standard door warranty.

2.1 DOORS

Provide doors of the types, sizes, and designs indicated . New wood doors on Joint Base Lewis-McChord shall primarily be 1 3/4" thick, 7'-0" high, 5-ply, flush, solid core units. Doors shall be paint grade except for special applications. Doors to receive paint finish shall be economy grade, doors receiving natural finish shall be custom grade, birch veneer. Doors shall be treated as and where required by Fire Codes.

Composite panels shall comply with biobased content requirements established by the USDA's BioPreferred program (2002 Farm Bill) unless the designer, requirements generator, or contractor determines that no biobased product can be obtained within the cost, performance, or availability requirements of the contract. If such determination of non-use is made, the contractor or subcontractor shall complete and submit the Joint Base Lewis-McChord Construction Green Procurement Exception Form. Using this form, the contractor shall specify the reason for exception (unreasonable price, inadequate performance, non-availability) and provide all associated information (including copies of all supporting evidence). This form is available from the contracting official or the Joint Base Lewis-McChord Green Procurement Program Coordinator (Building 1210, (253) 966-6466, LEWISPWGreenProcurement@conus.army.mil). The contractor shall submit the completed form via e-mail (with copies of supporting documents included) to the Contracting Officer's Representative. The contractor shall include the following address in the carbon copy ("cc") line of the e-mail:

SECTION 08 14 00 Page 5

LEWISPWGreenProcurement@conus.army.mil. The contractor shall keep attached file sizes to a minimum to avoid transmission errors associated with Joint Base Lewis-McChord security. If use of e-mail is not possible, the contractor shall coordinate the submission of these documents with the Contracting Officer's Representative and ask that they forward copies to the Joint Base Lewis-McChord Green Procurement Coordinator (Bldg 1210, 966- 6466). More information can be found at http://www.biopreferred.gov/ProposedAndFinalRegulations.aspx.

2.1.1 Stile and Rail Doors

Premium or Standard grade Ponderosa Pine doors or premium, select, or standard stile and rail doors conforming to WDMA I.S. 6. Furnish laminate panels in not less than three ply thickness. Provide flat panels with a minimum finished panel thickness of 1/2 inch and 3/4 inch thickness for raised panels.

2.1.2 Flush Doors

Conform to WDMA I.S. 1-A for flush doors. Provide hollow core doors with lock blocks and 1 inch minimum thickness hinge stile. Hardwood stile edge bands of doors receives a natural finish, compatible with face veneer.

Provide mill option for stile edge of doors scheduled to be painted. No visible finger joints will be accepted in stile edge bands. When used, locate finger-joints under hardware.

2.1.2.1 Exterior Flush Doors

Solid wood core, Type I conforming to WDMA I.S. 1-A. Provide doors with tempered hardboard or medium density overlayed hardwood veneer (as indicated) faces. Provide wood edge bands. Install in exterior flush doors with specified flashings at the bottom of the openings.

2.1.2.2 Interior Flush Doors

Provide staved lumber of particleboard core, Type II flush doors conforming to WDMA I.S. 1-A with faces of sound grade hardwood or hardboard for painted finish premium grade natural birch. Hardwood veneers shall be plain sliced.

2.1.3 Bi-Fold Closet Doors

Provide paneled or louvered doors premium or select grade, conforming to WDMA I.S. 6 with 1-3/8 inch thickness. Equip doors with the manufacturer's standard hardware, including tracks, hinges, guides, and pulls.

2.1.4 Sliding Closet Doors

Provide flush wood doors to conform to WDMA I.S. 1-A. Provide paneled and louvered doors to conform to WDMA I.S. 6 premium or select grade with 1-3/8 inch thickness. Equip doors with the manufacturer's standard hardware.

2.1.5 Acoustical Doors

WDMA I.S. 1-A, solid core, constructed to provide Sound Transmission Class rating of 35 when tested in accordance with ASTM E 90.

SECTION 08 14 00 Page 6

2.1.6 Fire Doors

Provide doors specified or indicated to have a fire resistance rating conforming to the requirements of UL 10B, ASTM E 2074, or NFPA 252 for the class of door indicated. Affix a permanent metal label with raised or incised markings indicating testing agency's name and approved hourly fire rating to hinge edge of each door.

2.2 ACCESSORIES

2.2.1 Door Louvers

Fabricate from wood and of sizes indicated. Provide louvers with a minimum of 35 percent free air. Equip louvers with slat or sight proof inverted vee slat type. Mount louvers in the door with flush wood moldings or wood lip moldings.

2.2.2 Door Light Openings

Provide glazed openings with the manufacturer's standard wood moldings.

Provide moldings for doors to receive natural finish of the same wood species and color as the wood face veneers. Provide moldings on the exterior doors with sloped surfaces. Lip type moldings for flush doors.

2.2.3 Weatherstripping

Do not install felt weatherstripping, as it retains moisture near the wood.

Avoid vinyl, foam, and surface-mounted type weatherstripping.

Provide weatherstripping that is a standard cataloged product of a manufacturer regularly engaged in the manufacture of this specialized item.

Provide weatherstripping tempered spring bronze or looped neoprene or vinyl held in an extruded non-ferrous metal housing. Install bronze weatherstripping with a minimum thickness of 0.0089 inch for sills, and a minimum thickness of 0.0063 inch elsewhere. Air leakage of weatherstripped doors not to exceed 0.5 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E 283.

2.2.4 Additional Hardware Reinforcement

Provide the minimum lock blocks to secure the specified hardware. The measurement of top, bottom, and intermediate rail blocks are a minimum 125 mm 5 inches by full core width. Comply with the manufacturer's labeling requirements for reinforcement blocking, but not mineral material similar to the core.

2.3 FABRICATION

2.3.1 Marking

Stamp each door with a brand, stamp, or other identifying mark indicating quality and construction of the door.

2.3.2 Quality and Construction

SECTION 08 14 00 Page 7

Identify the standard that the construction of the door was based , identify the standard under which preservative treatment was made, and identify doors having a Type I glue bond.

2.3.3 Preservative Treatment

Treat doors scheduled for restrooms, janitor closets and other possible wet locations including exterior doors with a water-repellent preservative treatment and so marketed at the manufacturer's plant in accordance with

WDMA I.S. 4.

2.3.4 Adhesives and Bonds

WDMA I.S. 1-A. Use Type I bond for exterior doors and Type II bond for interior doors. Provide a nonstaining adhesive on doors with a natural finish.

2.3.5 Prefitting

Provide factory prefinished and finished factory prefitted doors for the specified hardware, door frame and door-swing indicated. Machine and size doors at the factory by the door manufacturer in accordance with the standards under which the doors are produced and manufactured. The work includes sizing, bevelling edges, mortising, and drilling for hardware and providing necessary beaded openings for glass and louvers. Provide the door manufacturer with the necessary hardware samples, and frame and hardware schedules to coordinate the work.

2.3.6 Finishes

2.3.6.1 Field Painting

Factory prime or seal doors, and field paint.

2.3.6.2 Factory Finish

Provide doors finished at the factory by the door manufacturer as follows:

AWI Qual Stds Section 1500, specification for System No. 4 Conversion varnish alkyd urea or System No. 5 Vinyl catalyzed. The coating is AWI Qual Stds premium, medium rubbed sheen, open or closed grain effect. Use stain when required to produce the finish specified for color. Seal edges, cutouts, trim, and wood accessories, and apply two coats of finish compatible with the door face finish. Touch-up finishes that are scratched or marred, or where exposed fastener holes are filled, in accordance with the door manufacturer's instructions. Match color and sheen of factory finish using materials compatible for field application.

2.3.6.3 Plastic Laminate Finish

Factory applied, NEMA LD 3, General or Specific purpose type, 0.050 inch minimum thickness. Glue laminated plastic for hollow core doors to wood veneer, plywood, or hardboard backing to form door panel. Provide a combined thickness of laminate sheet and backing of 0.10 inch minimum.

2.3.6.4 Color

SECTION 08 14 00 Page 8

Provide door finish colors as indicated or as selected by the Contracting Officer from the color selection samples.

2.3.7 Water-Resistant Sealer

Provide manufacturer's standard water-resistant sealer compatible with the specified finishes.

2.4 SOURCE QUALITY CONTROL

Meet or exceed the following minimum performance criteria of stiles of "B" and "C" label fire doors utilizing standard mortise leaf hinges:

a. Split resistance: Averages of ten test samples not less than 500 pounds load when tested in accordance with WDMA TM-5.

b. Cycle-slam: 200,000 cycles with no loose hinge screws or other visible signs of failure when tested in accordance with the requirements of WDMA TM-7.

c. Hinge loading resistance: Averages of ten test samples not less than 700 pounds load when tested for direct screw withdrawal in accordance with WDMA TM-8 using a No. 12, 1-1/4 inches long, steel, fully threaded wood screw. Drill 5/32 inch pilot hole, use 1-1/2 inch opening around screw for bearing surface, and engage screw full, except for last 1/8 inch. Do not use a steel plate to reinforce screw area.

Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 1/16 inch minimum, 1/8 inch maximum clearance at sides and top, and a3/16 inch minimum, 1/4 inch maximum clearance over thresholds. Provide 3/8 inch minimum, 7/16 inch maximum clearance at bottom where no threshold occurs.

Bevel edges of doors at the rate of 1/8 inch in 2 inch. Door warp shall not exceed 1/4 inch when measured in accordance with WDMA I.S. 1-A.

3.1.1 Fire Doors

Install fire doors in accordance with NFPA 80. Do not paint over labels.

3.1.2 Prehung Doors

Install doors in accordance with the manufacturer's instructions and details. Provide fasteners for stops and casing trim within 3 inches of each end and spaced 11 inches on center maximum. Provide side and head jambs joined together with a dado or notch of 3/16 inch minimum depth.

3.1.3 Weatherstripping

Install doors in strict accordance with the door manufacturer's printed installation instructions and details. Weatherstrip exterior swing-type doors at sills, heads and jambs to provide weathertight installation. Apply

SECTION 08 14 00 Page 9 weatherstripping at sills to bottom rails of doors and hold in place with a brass or bronze plate. Apply weatherstripping to door frames at jambs and head. Shape weatherstripping at sills to suit the threshold. Meeting stiles of exterior double-doors shall be made weathertight by means of a looped vinyl or neoprene strip in an extruded nonferrous metal housing applied to the edge of one door leaf; or a neoprene, vinyl or spring-bronze weatherstripped astragal secured to the inactive door leaf.

SECTION 08 32 13 Page 1

SECTION 08 32 13

ALUMINUM SLIDING GLASS DOORS

PART 1 GENERAL

1.1 REFERENCES

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

ALUMINUM ASSOCIATION (AA)

AA DAF-45 (2003) Designation System for Aluminum Finishes

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 101 (2005) Standard Specification for Windows, Doors, and

Unit Skylights

AAMA 1503 (1998) Voluntary Test Method for Thermal

Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections

AAMA 800 (2008) Voluntary Specifications and Test Methods for

Sealants

ASTM C 1048 (2004) Standard Specification for Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass

ASTM F 842 (2004) Measuring the Forced Entry Resistance of

Sliding Door Assemblies, Excluding Glazing Impact

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

16 CFR 1201 Safety Standard for Architectural Glazing Materials

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Aluminum sliding glass doors

Submit drawings for aluminum sliding glass doors , screens, and accessories that indicate elevations of each door type, full size sections, thickness, nominal gages of metal, fastenings, proposed method of installation and anchoring, the size and spacing and

SECTION 08 32 13 Page 2 method of glazing, details of operating hardware, method and material for weatherstripping, type of finish, and screen details.

Aluminum sliding glass doors Hardware Glazing Weatherstripping Screens Finish

Describe each type of aluminum sliding glass door, hardware, fastener, accessory, screen, and finish. Include descriptive literature, detailed specifications, and performance test data.

SD-04 Samples

Finish

Submit color chart of factory color coatings when factory-finished color coating is to be provided.

SD-10 Operation and Maintenance Data

Aluminum sliding glass doors, Data Package 1; G

Submit in accordance with Section 01 78 23 OPERATION AND

MAINTENANCE DATA.

1.3 TEMPORARY PROTECTIVE COVERING

Prior to shipment from the factory, finished surfaces of aluminum sliding glass doors shall receive a protective covering of waterproof tape, strippable plastic, or cardboard to protect against discoloration and surface damage that may occur during transportation, storage, and construction activities. Also, no coatings or lacquers shall be applied to surfaces to which calking and glazing compounds must adhere. Covering shall be readily removable after installation.

1.4 DELIVERY AND STORAGE

Inspect aluminum sliding glass doors, including screens, hardware and accessories, for damage and unload and store doors upright on platforms in accessible spaces with a minimum of handling. The storage spaces shall be dry, adequately ventilated, free from heavy dust, and not subject to combustion products, sources of water or other conditions that could damage the door. Storage spaces shall have easy access for inspection and handling of doors.

2.1 ALUMINUM SLIDING GLASS DOORS

Design and construct with sliding panels and fixed panels in the sizes and arrangements indicated and conforming to AAMA 101 for Type SGD-C20, except frame shall be equipped with thermal barrier and the bolt and strike will

SECTION 08 32 13 Page 3 not be required to meet the adjustability requirements of the last sentence of paragraph 2.2.9.3.2 of AAMA 1001. Mark panels identically and permanently to visibly interrupt the span of glass. Use markings of the design and color indicated approximately 4 square inches of opaque, pressure-sensitive vinyl film with precoated adhesive. Sliding door glazing shall be set in aluminum frames and roller assemblies of sufficient strength to withstand lateral live stresses and static load or weight requirements.

2.1.1 Hardware

Sliding door panel shall have a manually operated adjustable latch operable by a five-pin tumbler cylinder lock on outside and thumb-turn on the inside.

Fit sliding screen door panel with a self-latching hook or rotary-type latch operable from both sides. Provide pulls for both inside and outside of sliding panel and the sliding screen panel. Exposed hardware is to be aluminum or stainless steel, color finished to match door color finish.

2.1.2 Glazing

Factory glazed sliding glass doors, including fixed panel, with single glazed or double-glazed glass as indicated conforming to ASTM C 1048, Kind FT, Condition A, Type I or II as indicated, Class 1, not less than 1/4 inch thick. Double glazing shall have a minimum condensation resistance factor of 48 in accordance with AAMA 1503. Glazing material must be certified as meeting CPSC 16 CFR 1201, Category II. Set glazing unit in polyvinyl-chloride or synthetic rubber glazing channels. Channels shall be reusable when replacing glass and have mitered or continuous corners. Channels exposed to view shall blend in color with the aluminum frame finish.

2.1.3 Weatherstripping

Provide four sides of each sliding panel and interlocking stiles and jambs with weatherstripping. Weatherstripping shall conform to AAMA 101 and shall provide maximum protection against the elements and be designed for ease of replacement.

2.1.4 Screens

Provide horizontal sliding aluminum screens in combination with aluminum sliding glass doors. Screen frames shall consist of aluminum shapes of size and design standard with the door manufacturer. Frames shall have removable splines of aluminum or vinyl and shall permit screening fabric replacement.

Screening shall be 18 by 16 mesh aluminum conforming to ASTM E 2016, or plastic-coated fibrous glass conforming to ASTM D 3656, Class 2, 18 by 14 mesh, color as selected. Install screening with weave parallel with frames and sufficiently tight to present a smooth appearance. Conceal edges of screening in the spline channel. Screens shall be complete with rollers, hardware, and accessories and shall slide on or within tracks provided in the door frame members. Design and assemble doors so that aluminum-to-aluminum contact of moving members will not occur. Provide insect-proofing, formed of wool pile or other suitable material, at interlocking stiles and jambs. Finish on screen frames shall be as specified for doors.

2.1.5 Finish

SECTION 08 32 13 Page 4

Before fabrication, clean sliding glass door units and give a AA-M-10-C22- A41 clear (natural) anodized finish in accordance with the requirements of the AA DAF-45. The finish thickness shall be A42, 0.7 mil or greater.

2.2 CALKING AND SEALING

As specified under Section 07 92 00 JOINT SEALANTS.

2.3 FORCED ENTRY RESISTANT DOORS

In addition to meeting AAMA 101, doors designated forced entry resistant shall conform to ASTM F 842.

3.1.1 Doors, Frames, and Accessories

Install doors, frames, framing members, hardware, and accessories in accordance with approved shop drawings and the requirements specified herein. Set frames securely anchored in place to straight, plumb, square, level condition without distortion and in alignment. Install door panels to retain proper weathering contact with frames. Calk metal-to-metal joints between frame members and remove excess material. Calking around perimeter of door frame and wall openings to provide weathertight installation shall be accomplished in accordance with AAMA 800 and manufacturer's recommendations. Finished work shall be rigid, neat in appearance, and free from defects. Upon completion, adjust sliding doors to operate properly.

Thoroughly clean aluminum frames and glass in accordance with manufacturer's recommendation. Doors damaged prior to completion and acceptance shall be restored to original manufactured condition or replaced with new doors as directed.

3.1.2 Protection of Aluminum from Dissimilar Materials

3.1.2.1 Aluminum to Dissimilar Metals

Prevent aluminum surfaces from contacting dissimilar metals other than stainless steel, zinc, or white bronze by one or a combination of the following:

a. Paint dissimilar metal with one coat of heavy-bodied bituminous paint.

b. Apply calking between aluminum and dissimilar metal.

c. Paint dissimilar metal with primer, followed by one coat of aluminum paint or other suitable lead-free coating.

d. Use nonabsorptive tape or gasket in permanently dry locations.

3.1.2.2 Drainage from Dissimilar Metals

Paint dissimilar metals located in areas where their drainage washes over aluminum to prevent the staining of aluminum.

SECTION 08 32 13 Page 5

3.1.2.3 Aluminum to Masonry and Concrete

Prevent aluminum surfaces from coming into contact with mortar, concrete, or other masonry materials by applying one coat of heavy-bodied bituminous paint to the aluminum surfaces.

3.1.2.4 Aluminum to Wood

Prevent aluminum surfaces from coming into contact with wood, treated wood, or similarly absorptive materials by one or a combination of the following methods:

a. Paint aluminum surfaces with two coats of aluminum paint or one coat of heavy-bodied bituminous paint.

b. Paint the wood, treated wood, or other absorptive surfaces with two coats of aluminum paint and seal contiguous joints with caulking compound.

SECTION 08 33 13 Page 1

SECTION 08 33 13

METAL ROLLING COUNTER DOORS

The publications listed below form a part of this specification to the

ASTM A 240/A 240M (2007e1) Standard Specification for Chromium and

Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications

ASTM A 653/A 653M (2008) Standard Specification for Steel Sheet, Zinc-

ASTM B 221 (2006) Standard Specification for Aluminum and

Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Detail Drawings; G

Detail drawings as specified.

Rolling Counter Doors

Manufacturer's descriptive data and catalog cuts.

Installation Cleaning

Manufacturer's preprinted installation and cleaning instructions.

SECTION 08 33 13 Page 2

Rolling Counter Door (Non-Rated) Fire-Rated Rolling Counter Door

Six complete copies of Data Package 2 for Rolling Counter Doors (Non-Rated) and Fire-Rated Rolling Counter Doors in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA. Provide a list of the parts recommended by the manufacturer to be replaced after 3 years of service.

1.3 GENERAL REQUIREMENTS

Furnish rolling counter doors of the type, size, and design indicated on the drawings. Provide the standard product of a manufacturer regularly engaged in the production of rolling counter doors. Provide each door with a permanent label showing the manufacturer's name and address and the model number of the door.

1.4 DETAIL DRAWINGS

Submit drawings showing elevations of each door type, details of anchorage, details of construction, location and description of hardware, shape and thickness of materials, details of joints and connections, and details of guides and fittings. Include a schedule showing the location of each counter door with the drawings.

1.5 DELIVERY AND STORAGE

Deliver rolling counter doors to the jobsite wrapped in a protective covering with the brands and names clearly marked thereon. Store rolling counter doors in accordance with the manufacturer's instructions in a dry location that is adequately ventilated and free from dust, water, or other contaminants, and in a manner that permits easy access for inspecting and handling. Handle doors carefully to prevent damage. Replace damaged items that cannot be restored to like-new condition.

1.6 WARRANTY

Provide manufacturer's standard performance guarantees or warranties that extend beyond a 1 year period.

2.1 BASIC COMPONENTS

2.1.1 Curtain

Fabricate the curtain of extruded aluminum slats conforming to ASTM B 221, Alloy 6063, 22 gauge Type 304 stainless steel slats conforming to ASTM A 240/A 240M, Type 304 or Type 430 or 22 gauge galvanized steel slats conforming to ASTM A 653/A 653M, Coating Designation G60.

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