(5)-SPEC.PDF

SPECIFICATIONS

FOR

REPLACE EXTERIOR WINDOWS AND STEEL DOORS

AT

DLA DISTRIBUTION SAN JOAQUIN CA (DDJC) – TRACY SITE

PROJECT NO: P.2015.00833 (BUILDINGS 16, 21, 24, 29, and 201)

DIVISION 01 – GENERAL REQUIRMENETS

01010 STATEMENT OF WORK

01330 SUBMITTAL PROCEDURES

01430 ENVIRONMENTAL CONTROLS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 51 13 ALUMINUM WINDOWS

08 81 00 GLASS AND GLAZING

APPENDIX

A PHOTOGRAPHS OF WINDOWS

B PHOTOGRAPHS OF STEEL DOORS

C PHOTOGRAPHS OF DOOR DETAILS

STATEMENT OF WORK

PART 1

Replace Windows

Building 16, 24, 29, and 201 (P.2015.00833)

DLA Distribution San Joaquin CA (DDJC), Tracy Site

Install AW rated insulated glass fixed pane windows. All windows shall be 1” insulated glass consisting of two lites of ¼” glass with a ½” air space. All glass shall be laminated glass with inside pane laminated and tempered and shall be Low-E rated. Window glass color shall be gray (smoked).

Framing shall be composite consisting of strand glass reinforced with polyurethane. Color of subject frames shall be gray/bronze. Buildings 16, 24, and 29 are constructed with concrete walls. Building 201 is constructed with metal framing, and sheet metal siding and trim.

1. Building 16 has two locations that will require window replacement.

• Building 16 North Mezzanine Office: The dimensions of the windows in Building 16 Mezzanine Office may vary in size; there are three (3) nominal sizes of windows, but even those 3 types of windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: 2 EACH APPROXIMATELY 50”W x 65”H, 5 EACH APPROXIMATELY 100”W x 65”H, and 2 EACH APPROXIMATELY 150”W x 65”H windows with frames. Additional work for Asbestos Abatement is required to remove the windows in the Building 16 North Mezzanine Office. The following requirements are provided by the Installation Industrial Hygienist to remove these windows: The caulk materials were detected at greater than 0.1% Chrysotile Asbestos. Therefore, the removal of these window frames will require that the workers are AHERA Trained Asbestos Workers working for a California Licensed Asbestos Abatement Contractor. It is recommended that personal air monitoring be performed at all times that the window caulk material is being disturbed to verify that the workers are not exposed to greater than the OSHA permissible exposure level (PEL) of 1 fiber per cubic centimeter over and 8-hour time weighted average.

• Building 16 South Breakroom/Mezzanine Office: The dimensions of the windows in Building 16 South Breakroom/Mezzanine Office may vary in size: there is one (1) nominal size of window, but even these windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all

01010-1 incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: 10 Each APPROXIMATELY 47”W x 35”H windows with frames.

2. Building 24 will require the following window replacement.

• Building 24: The dimensions of the windows in Building 24 may vary in size; there are two

(2) nominal sizes of windows, but even these windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: 7 Each APPROXIMATELY 96”W x 33”H, and 1 Each APPROXIMATELY 41”W x 33”H windows with frames.

3. Building 29 has two locations that will require window replacement.

• Building 29 West Office Bubble: The dimensions of the windows in Building 29 West Office Bubble vary in size; there is one (1) nominal size of windows, but even these windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: 3 Each APPROXIMATELY 100”W x 65”H windows with frames.

• Building 29A North Office: The dimensions of the windows in Building 29A North Office are two (2) nominal sizes of window, but even these windows are not exactly the same.

Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: 5 Each APPROXIMATELY 86”W x 65”H, and 1 Each APPROXIMATELY 41”W x 33”H windows with frames.

Additional work for Asbestos Abatement is required to remove the windows in both locations of Building 29. The following requirements are provided by the Installation Industrial Hygienist to remove these windows:

The caulk materials were detected at greater than 0.1% Chrysotile Asbestos. Therefore, the removal of these window frames will require that the workers are AHERA Trained Asbestos Workers working for a California Licensed Asbestos Abatement Contractor. It is recommended that personal air monitoring be performed at all times that the window caulk material is being disturbed to verify that the workers are not exposed to greater than the OSHA permissible exposure level (PEL) of 1 fiber per cubic centimeter over and 8-hour time weighted average.

4. Building 201 will require the following window replacement.

• Building 201: The dimensions of the windows in Building 24 may vary in size; there are two

(2) nominal sizes of windows, but even these windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all

01010-2 incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: 4 Each APPROXIMATELY 98”W x 35”H windows with frames.

01010-3

STATEMENT OF WORK

PART 2

Replace Steel Doors

Building 16, 21, 24, 29, and 201 (P.2015.00833)

Defense Distribution San Joaquin, Tracy Site

Install new steel doors in Buildings 16, 21, 24, 29, and 201. All standard steel doors for these warehouses will be 1-3/4” thick (44.5mm) with hallow metal exterior containing insulation.

Contractor will install new steel doors with hinges into existing steel door frames, and all dimensions including thickness will be verified by measuring the existing steel doors to be replaced. The door locks will be compatible with Best Locks Model 4OH. The Door Closer Arm will be compatible to UL Listed Model 267S. The exterior color will match the existing shade of blue, and the interior color will match the existing shade of white. The only exception is the exterior color for the doors at Building 201 will be white. Buildings 16, 21, 24, and 29 are constructed with concrete walls. Building 201 is constructed with metal framing, and sheet metal siding and trim.

1. Building 16 has one (1) size of steel doors that will require replacement.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: 24 Each APPROXIMATELY 36”W x 84”H x 1-3/4” thick.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

One of these doors on the west dock provides access to the Mezzanine Office in Building 16.

Quantity of Steel Doors to be removed and replaced: 1Each APPROXIMATELY 44”W x 84”H x 1-3/4” thick.

2. Building 21 has two (2) sizes of steel doors that will require replacement.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: 18 Each APPROXIMATELY 36”W x 84”H x 1-3/4” thick.

• There are two (2) pairs of double doors located on each end of the Building 21 Office Bubble for a total of four (4) doors to be replaced. Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor

01010-4 shall secure site at the end of each day. Quantity of Steel Doors to be removed and replaced:

4 Each APPROXIMATELY 30”W x 84”H x 1-3/4” thick.

3. Building 24 has one (1) size of steel doors that will require replacement.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: 2 Each APPROXIMATELY 48”W x 96”H x 1-3/4” thick.

4. Building 29 has one (1) size of steel doors that will require replacement.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: 16 Each APPROXIMATELY 36”W x 84”H x 1-3/4” thick.

5. Building 201 has two (2) sizes of steel doors that will require replacement.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: 9 Each APPROXIMATELY 36”W x 84”H x 1-3/4” thick.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

One of these doors is fully-vented with louvers for HVAC Room air supply. Quantity of Steel Doors to be removed and replaced: 4 Each APPROXIMATELY 44”W x 84”H x 1-3/4” thick.

01010-5

SECTION 01330

SUBMITTAL PROCEDURES

PART 1

1.01 SUBMITTAL IDENTIFICATION

A. Submittals required are identified by SD numbers as follows:

1. SD- 02 Shop Drawings

2. SD-03 Product Data

3. SD- 04 Drawings

1.02 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

A. Government Approved: Governmental approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled “Specifications and Drawings for Construction,” they are considered to be “shop drawings.”

B. Information Only: All submittals not requiring Government approval will be for information only. They are not considered to be “shop drawings” within the terms of the Contract Clause referred to above.

1.03 APPROVED SUBMITTALS

A. The Contracting Officer’s approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error, which may exist, as the Contractor under the CQC requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.04 DISAPPROVED SUBMITTALS

A. The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the

01330-1

Contract Clause “Changes” shall be given promptly to the Contracting Officer.

1.05 WITHOLDING OF PAYMENT

A. Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.01 GENERAL

A. The Contractor shall make submittals as required by the specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor’s Quality Control (CQC) representative and each item shall be stamped, signed, and dated by the CQC representative indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as:

Contractor’s, manufacturer’s, or fabricator’s drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O & M manuals (including parts list); certifications; warranties; and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer’s Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

3.02 SCHEDULING

A. Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 7 calendar days exclusive of mailing time) shall be allowed for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 7 calendar days shall be allowed for review and approval of submittals for food service equipment and refrigeration and HVAC control systems.

01330-2

3.03 TRANSMITTAL FORM (ENG FORM 4025)

A. The sample transmittal form (ENG Form 4025) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

3.04 SUBMITTAL PROCEDURE

A. Submittals shall be made as follows:

1. Procedures: Six copies of each submittal shall be sent to the Contracting Officer

Representative (COR) for approval.

2. Deviations: For submittals which include proposed deviations requested by the

Contractor, the column “variation” of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.05 CONTROL OF SUBMITTALS

A. The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date.

3.06 GOVERNMENT APPROVED SUBMITTALS

A. Upon completion of review submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. 3 copies of the submittal will be retained by the COR and 3 copies of the submittal will be returned to the Contractor.

3.07 INFORMATION ONLY SUBMITTALS

A. Normally submittals for information only will not be returned. Approval of the

Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer form requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where technical specifications so prescribe.

01330-3

SECTION 01430

ENVIRONMENTAL CONTROLS

1. GENERAL: While performing work at Defense Distribution Depot San Joaquin (DDJC), the Contractor shall comply with all Federal, State and Local environmental protection laws and regulations, the controls of this section, and all specific requirements stated elsewhere in contract specifications. Local entities which may have jurisdiction over contractor activities include: San Joaquin County, Central Valley Regional Water Quality Control Board (RWQCB) and San Joaquin Valley Unified Air Pollution Control District (SJVUAPCD).

2. ENVIRONMENTAL PERMITS: All permits must be obtained from the proper agency and paid for by the Contractor. Some examples include, but are not limited to:

a. Installation and/or removal of underground storage tanks prior to the start of work.

b. Well drilling prior to the start of work.

c. Air emissions such as Volatile Organic Compounds (VOCs) and National Emission Standards for Hazardous Air Pollutants (NESHAPS) prior to the start of work.

d. Demolition (Asbestos and NON-asbestos) 10 days prior to start of work.

e. Renovations (Asbestos Only) 10 days prior to the start of work.

f. General construction storm water permit prior to the start of work.

g. Authority to Construct/Permit to Operate air pollution source from SJVUAPCD.

3. ARCHEOLOGICAL FINDINGS DURING CONSTRUCTION: There are no known archeological remains noted at DDJC Tracy at this time. Should any skeletons, artifacts or other archeological remains be uncovered, the Contractor shall immediately stop work and contact the Contracting Officer’s Representative (COR) for further instructions.

4. SANITARY/STORM DRAINAGE RESTRICTIONS: Absolutely no materials are to be disposed of via the sanitary sewage or storm drain systems.

5. DISCOVERY OF ASBESTOS CONTAINING MATERIAL (ACM): If the Contractor discovers ACM in a DDJC facility during the performance of the contract, and it is not within the scope of the contract, work in the area of the ACM shall immediately cease and the COR shall be notified.

6. SPILL NOTIFICATION: Any spills or releases of hazardous material/waste resulting from the Contractor’s performance shall be reported immediately to DDJC Central Dispatch by calling *911 (on facility phones) DDJC Tracy. For reporting spills using an outside phone line (cell phones, etc.) the emergency number for Tracy is (209) 839-4302. The Contractor is responsible for all cleanup costs. The Contracting Officer may require the contractor to arrange for cleanup action by qualified contractor personnel or subcontractors. Cleanup must be to the satisfaction of the DDJC Environmental Protection Office and meet Federal, State and Local requirements.

7. DISCOVERY OF UNIDENTIFIED MATERIALS OR OBJECTS: DDJC Tracy has been an active military support bases since World War II. Thus, the potential exists for the discovery

01430-1 of hazardous materials, such as explosives, chemical (gas) weapons and toxic contaminants, during excavation and demolition operations. The following procedure is applicable:

a. Any suspect material or unidentified objects found during construction activities shall be assumed hazardous. Excavated soils with unusual appearance or odor shall be considered suspect.

b. Site workers shall immediately secure in a safe condition any equipment being operated and leave the area of the material or object. Do not approach, examine or move the material or object.

c. The discovery shall be reported immediately to DDJC Central Dispatch by calling *911 (on facility phones) at DDJC Tracy. Outside phone line emergency number for Tracy is (209) 839-4302.

8. PROJECT STORAGE OF HAZARDOUS MATERIALS: The Contractor shall notify the COR prior to the on-site storage of any hazardous material (as defined by Title 49, Section

171.8 of the Code of Federal Regulations). Notification shall include the quantity, location, and a copy of the Material Safety Data Sheet (MSDS).

9. REFUSE DISPOSAL: The use of government dumpsters for disposal of contractor generated non-hazardous waste and refuse (i.e. wood, plastic, etc.) is prohibited. The contractor shall provide containers for disposal of non-hazardous waste and refuse generated as a result of the performance of work.

10. HAZARDOUS WASTE GENERATION AND DISPOSAL: All handling and disposal of hazardous waste (as defined by Title 22, Chapter 11, California Code of Regulations (CCR)) is a material and significant requirement of this contract. Hazardous waste generated in performance of this contract shall be the property of the Contractor and shall be removed as part of the contract effort. All costs associated with its accumulation, storage, transportation, treatment, and disposal are the responsibility of the Contractor. The Contractor shall properly accumulate, package, label, store, transport, and dispose of any hazardous waste in accordance with all applicable Federal, State, and Local regulations and the terms of this contract. The Contractor is responsible for ensuring all subcontractors who provide transportation, treatment, storage, or disposal services possess the ability to satisfactorily perform in accordance with applicable Federal, State, and Local regulations. On-site disposal of hazardous waste, including empty containers which previously contained hazardous materials, is strictly prohibited. In addition, the Contractor shall:

a. Prior to beginning the accumulation of a hazardous waste, notify the COR of the type, quantity, and location of the hazardous waste to be accumulated, and obtain control numbers for each hazardous waste container to be used. Control numbers will be issued by the DDJC Environmental Office.

b. At least 24 hours prior to shipment of a hazardous waste off-site, provide advance copies of the completed hazardous waste profile (supported by analysis), land disposal restriction/certification form, and the uniform hazardous waste manifest to the COR for review by the DDJC Environmental Office.

c. At the time of shipment, arrange with the COR for the DDJC Environmental Office to perform a transportation inspection and certify/sign the uniform hazardous waste manifest.

01430-2

d. Contractor agrees that this contract shall not be considered complete until all hazardous waste has been disposed of in accordance with Federal, State, and Local laws and regulations and the terms of this contract.

11. DUST CONTROL/PM 10: Airborne particulates, including dust particles, from construction activities and processing and preparation of materials shall be controlled at all times, including weekends, holidays, and hours when work is not in progress. The Contractor shall maintain all excavations, stockpiles, haul roads, permanent and temporary access roads, plant sites, disposal sites, borrow areas, and all other work areas free from airborne dust which would cause a hazard or nuisance. Water may be withdrawn from existing tank truck pipe risers.

Water may not be withdrawn from fire hydrants without a prior written permit from the DDJC Fire Department.

End of Section

01430-3

081113-1

DIVISION 08 - OPENINGS

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 NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A250.3 (1999) Test Procedure and Acceptance Criteria for

Factory Applied Finish Painted Steel Surfaces for Steel Doors and Frames

ANSI A250.4 (2001) Test Procedure and Acceptance Criteria for

Physical Endurance for Steel Doors and Hardware Reinforcings

ANSI A250.6 (1997) Hardware on Standard Steel Doors

(Reinforcement - Application)

ANSI A250.8 (1998) SDI-100 Recommended Specifications for Standard Steel Doors and Frames

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2004) Structural Welding Code-Steel

ASTM INTERNATIONAL (ASTM)

ASTM A 591 (1998) Steel Sheet, Electrolytic Zinc- Coated, for Light Coating Mass Applications

ASTM A 653/A 653M (2004a) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot- Dip Process

ASTM A 924/A 924M (1999) Standard Specification for General

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

081113-2

ASTM C 578 (2004a) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C 591 (2001) Standard Specification for Unfaced

Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM C 612 (2000a) Standard Specification for Mineral Fiber

Block and Board Thermal Insulation

ASTM D 2863 (2000) Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)

ASTM E 283 (1991; R 1999) Determining Rate of Air Leakage

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

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA))

BHMA A115 (1991) Steel Door Preparation Standards

(Consisting of A115.1 through A115.6 and A115.12 through A115.18)

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL

MANUFACTURERS (NAAMM)

NAAMM HMMA HMM (1992) Hollow Metal Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2001) Standard for Fire Doors and Fire Windows

NFPA 105 (2003) The Installation of Smoke-Control Door

Assemblies

NFPA 252 (2003) Standard Methods of Fire Tests of Door Assemblies

STEEL DOOR INSTITUTE (SDI)

SDI 105 (1998) Recommended Erection Instructions for

Steel Frames

SDI 111-B Recommended Standard Details for Dutch Doors

SDI 111-C Recommended Louver Details for Standard

Steel Doors

SDI 111-F Recommended Existing Wall Anchors for Standard Steel Doors and Frames

081113-3

SDI 113 (1979) Apparent Thermal Performance of

STEEL DOOR and FRAME ASSEMBLIES

UNDERWRITERS LABORATORIES (UL)

UL 10B (1997) Fire Tests of Door Assemblies

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES.

SD-02 Shop Drawings

Doors; G, RO Frames;

G, RO Accessories

Weather-stripping

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

Schedule of doors; G, RO Schedule of frames; G, RO

Submit door and frame locations.

SD-03 Product Data Doors

Frames Accessories

Weather-stripping

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 ANSI 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 6 mm airspace between doors. Remove damp or wet packaging immediately and wipe affected surfaces dry. Replace damaged materials with new.

081113-4

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

ANSI A250.8, except as specified otherwise. Prepare doors to receive door hardware.

Undercut where indicated. Exterior doors shall have top edge closed flush and sealed to prevent water intrusion. Doors shall be 44.5 mm thick, unless otherwise indicated.

2.1.1 Classification - Level, Performance, Model

2.1.1.1 Heavy Duty Doors

ANSI 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. Provide Level 2 where indicated.

2.1.1.2 Extra Heavy Duty Doors

ANSI A250.8, Level 3, physical performance Level A, Model 2 with core construction as required by the manufacturer 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. Provide Level 3 where indicated.

2.2 ACCESSORIES

2.2.1 Louvers

2.2.1.1 Interior Louvers

SDI 111-C, Louvers shall be stationary sight proof type where scheduled. 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 0.9 mm thick steel and louver blades of a minimum 0.6 mm. Sight proof louvers to be inverted "V" blade design with minimum 55 percent net-free opening.

2.2.1.2 Exterior Louvers

Louvers shall be inverted "V" type with minimum of 55 percent net-free opening. 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, 7 by 7 per 10 mm or 7 by 6 per 10 mm mesh, for insect screens. Net-free louver area to be before screening.

2.2.2 Astragals

For pairs of exterior steel doors which will not have aluminum astragals or removable mullions, as specified in Section 08 71 00 DOOR HARDWARE provide overlapping steel astragals with the doors. .

081113-5

2.2.3 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.

2.3 INSULATION CORES

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

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

2.4 STANDARD STEEL FRAMES

ANSI A250.8, Level 4, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners or knock-down field-assembled corners. Provide steel frames for doors, sidelights, mullions, and interior glazed panels, unless otherwise indicated.

2.4.1 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.

2.4.2 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.

2.4.3 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 or knock-down for field assembly. Bottom of door mullions shall have adjustable floor anchors and spreader connections.

2.4.4 Stops and Beads

Form stops and beads from 0.9 mm thick 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 300 to 400 mm on center. Miter molded shapes at corners. Butt or miter square or rectangular beads at corners.

081113-6

2.4.5 Anchors

Provide anchors to secure the frame to adjoining construction. Provide steel anchors, zinc-coated or painted with rust-inhibitive paint, not lighter than 1.2 mm thick.

2.4.5.1 Wall Anchors

Provide at least three anchors for each jamb. For frames which are more than 2285 mm in height, provide one additional anchor for each jamb for each additional 760 mm or fraction thereof.

a. Masonry: Provide anchors of corrugated or perforated steel straps or 5 mm 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 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 111-F; and

2.5 FIRE DOORS AND FRAMES

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

2.5.1 Door and Frame 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 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.

2.6 WEATHERSTRIPPING

As specified in Section 08 71 00 DOOR HARDWARE.

2.7 HARDWARE PREPARATION

Provide minimum hardware reinforcing gages as specified in ANSI 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 ANSI A250.8 and ANSI 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 ANSI A250.8, as applicable. Punch door frames, with the exception of frames that will have weather-stripping 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.

081113-7

2.8 FINISHES

2.8.1 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 ANSI A250.8. , or paintable A25 galvannealed steel without primer. Where coating is removed by welding, apply touchup of factory primer.

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

Fabricate scheduled 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 122 grams per square meter, total both sides, i.e., ZF120. 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 ANSI A250.8. .

2.9 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. Design frames in exposed masonry walls or partitions to allow sufficient space between the inside back of trim and masonry to receive caulking compound.

2.9.1 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.

3.1 INSTALLATION

3.1.1 Frames

Set frames in accordance with SDI 105. 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. Backfill frames with mortar. Coat inside of frames with corrosion-inhibiting bituminous material.

For frames in exterior walls, ensure that stops are filled with rigid insulation before grout is placed.

3.1.2 Doors

Hang doors in accordance with clearances specified in ANSI A250.8. After erection and glazing, clean and adjust hardware.

081113-8

3.1.3 Fire Doors and Frames

Install fire doors and frames, including hardware, in accordance with NFPA 80.

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 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.

3.4 SCHEDULE

Some metric measurements in this section are based on mathematical conversion of inch-pound measurements, and not on metric measurement commonly agreed to by the manufacturers or other parties. The inch-pound and metric measurements are as follows:

PRODUCTS INCH-POUND METRI

C Door thickness 1-3/4 inch 44.5 mm

Steel channels 16 gage 1.5 m

Steel Sheet 23 gage 0.7 m 16 gage 1.5 m 20 gage 0.9 m 18 gage 1.2 m m Anchor bolts 3/8 inch 10 mm

-- End of Section --

SECTION 085113

ALUMINUM WINDOWS

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

ALUMINUM ASSOCIATION (AA)

AA DAF-45 Designation System for Aluminum Finishes

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 101 Voluntary Specifications for Aluminum and Poly(Vinyl

Chloride) (PVC) Prime Windows and Glass Doors

1.2 WINDOW PERFORMANCE

Aluminum windows shall meet the structural test pressures, air infiltration, and water penetration amounts established by AAMA 101 for each window type specified.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

SD-03 Product Data

Aluminum Windows; G

Manufacturer's descriptive data, catalog cut sheets, installation, and cleaning instructions.

2.1 ALUMINUM WINDOW TYPES

085113-1

Aluminum windows shall consist of complete units including sash, glass, frame, weatherstripping, insect screen, and hardware. Windows shall conform to AAMA 101 and shall be labeled with the AAMA label. Windows shall be double-glazed.

2.1.1 Horizontal-Sliding Windows

Aluminum horizontal windows shall conform to AAMA 101 HS-C20 type.

2.2 INSECT SCREENS

Insect screens shall be aluminum window manufacturer's standard design, color as selected by Contracting Officer's Representative (COR).

2.3 GLASS AND GLAZING

Aluminum windows shall be designed for inside glazing, field glazing, and for glass types as specified in Section 08810 GLASS AND GLAZING.

2.4 FINISH

2.4.1 Anodized Aluminum Finish

Exposed surfaces of aluminum windows shall be finished with anodic coating conforming to AA DAF-45, color as selected by Contracting Officer's Representative (COR).

PART 3 EXECUTION

3.1 INSTALLATION

Aluminum windows shall be installed and cleaned in accordance with manufacturer's published instructions. The completed window installation shall be watertight. Glass and glazing shall be installed in accordance with Section 08810 GLASS AND GLAZING.

085113-2

SECTION 088100

GLASS AND GLAZING

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

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM C 1036 Flat Glass

ASTM E 773 Seal Durability of Sealed Insulating Glass Units

ASTM E 774 Sealed Insulating Glass Units

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

SD-03 Product Data

Glass and Glazing Accessories;

Manufacturer's descriptive product data, handling and storage recommendations, installation instructions, and cleaning instructions.

2.1 INSULATING GLASS

Insulating glass shall be Class A preassembled units of dual-seal construction consisting of lites of glass separated by an aluminum spacer and dehydrated space conforming to ASTM E 773 and ASTM E 774.

2.1.1 Low-E Insulating Glass

08810A-1

Interior and exterior glass panes for Low-E insulating units shall be Type I annealed flat glass, Class 1-clear with anti-reflective low-emissivity coating on No. 2 surface (inside surface of exterior panel), Quality q3 - glazing select, conforming to ASTM C 1036. Glass performance shall be U-Value 0.48, shading coefficient 0.70. Color shall be bronze.

2.2 GLAZING ACCESSORIES

Glazing accessories, compounds, and sealants shall be type suitable for the application and shall be in accordance with manufacturer's instructions.

3.1 INSTALLATION

Glass and glazing work and cleaning shall be performed in accordance with glass manufacturer's instructions.

08810A-2