CP2_RTA_SPECS_V3_CLR039_18-0410.pdf

RTA SUBMITTAL

SPECIFICATIONS

Volume 1 - Division 00 Volume 2 - Division 01-08

Volume 3 - Division 08-27 Volume 4 - Division 28-34

Prepared for: Prepared by:

US Army Corps of Engineers Alaska District

CLR039b

LONG RANGE DISCRIMINATION

RADAR (LRDR)

Construction Package #2 LRDR Complex Security

CLEAR AFS, ALASKA

W911KB-18-R-0006 UNCLASSIFIED

14 FEB 2018 FOR OFFICIAL USE ONLY

(INTENTIONALLY LEFT BLANK)

WARNING

This document contains technical data whose export is restricted by the Arms Export Control Act (Title 22, U.S.C. Section 751 et. Seq.) or the Export Administrative Act of 1979, as amended, Title 50, U.S.C. Violation of these export laws are subject to severe criminal penalties.

Disseminate in accordance with provisions of DoD 5230.25.

DISTRIBUTION STATEMENT D

Distribution authorized to DoD and DoD Contractors only.

FOR OFFICIAL USE ONLY STATEMENT

This document contains information

EXEMPT FROM MANDATORY

DISCLOSURE

under the FOIA. 5 USC 552 Exemption (3) applies.

DISCLAIMER STATEMENT AND

DISTRIBUTION RESTRICTION

The views, options, and/or findings contained in this report are those of the author(s) and should not be construed as an official Department of Defense position, policy, or decision, unless so designated by other official documentation.

DESTRUCTION NOTICE

For unclassified, limited distribution information, destroy by any method that will prevent disclosure of contents or reconstruction of this document. For classified information, destroy in accordance with provisions of DoD 5220.22-M or OPNAVINST 5510.1H.

CP#2 Long Range Discrimination Radar (LRDR) CLR039b LRDR Complex Security - Clear AFS, Alaska

PROJECT TABLE OF CONTENTS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.02 00 SUMMARY OF WORK

01 19 30.02 29 SPECIAL ITEMS

01 22 00.02 10 PRICE AND PAYMENT PROCEDURES

01 32 01.02 10 PROJECT SCHEDULE

01 33 00.02 00 SUBMITTAL PROCEDURES

01 33 29.02 00 SUSTAINABILITY REPORTING

01 35 26.02 00 GOVERNMENTAL SAFETY REQUIREMENTS

01 36 00.02 29 RADIOACTIVE MATERIALS PROCEDURES

01 42 00.02 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 04.02 29 CONTRACTOR QUALITY CONTROL

01 45 35.02 00 SPECIAL INSPECTIONS

01 50 00.02 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.02 29 ENVIRONMENTAL PROTECTION

01 57 34.02 29 STORM WATER POLLUTION PREVENTION MEASURES

01 58 00.02 00 PROJECT IDENTIFICATION

01 74 19.02 29 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00.02 40 STARTING AND ADJUSTING

01 78 00.02 00 CLOSEOUT SUBMITTALS

01 78 23.02 00 OPERATION AND MAINTENANCE DATA

01 78 24.02 10 OPERATIONS AND MAINTENANCE FACILITY DATA REQUIREMENTS

01 91 00.02 15 COMMISSIONING

01 91 10.02 29 CYBERSECURITY/RISK MANAGEMENT FRAMEWORK REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 61 13.02 00 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

DIVISION 03 - CONCRETE

03 11 13.02 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.02 10 CONCRETE ACCESSORIES

03 20 00.02 10 CONCRETE REINFORCING

03 30 00.02 10 CAST-IN-PLACE CONCRETE

03 35 00.02 10 CONCRETE FINISHING

03 39 00.02 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 25 13.02 00 METAL-SUPPORTED UNIT MASONRY PANELS

DIVISION 05 - METALS

05 05 23.02 13 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.02 16 STRUCTURAL WELDING

05 12 00.02 00 STRUCTURAL STEEL

05 40 00.02 00 COLD-FORMED METAL FRAMING

05 50 13.02 00 MISCELLANEOUS METAL FABRICATIONS

05 51 33.02 00 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00.02 00 ROUGH CARPENTRY

06 61 16.02 00 SOLID SURFACING FABRICATIONS

06 82 00.02 00 FIBERGLASS REINFORCED PLASTIC (FRP) PRODUCTS AND

VOLUME 2

FABRICATION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23.02 00 PRESSURE TESTING A BUILDING ENVELOPE SYSTEM FOR AIR

TIGHTNESS

07 11 13.02 00 BITUMINOUS DAMPPROOFING

07 21 16.02 00 MINERAL FIBER BLANKET INSULATION

07 22 00.02 00 ROOF AND DECK INSULATION

07 42 14.02 00 CORRUGATED METAL WALL PANELS

07 42 63.02 00 FABRICATED WALL PANEL ASSEMBLIES

07 53 23.02 00 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00.02 00 FLASHING AND SHEET METAL

07 92 00.02 00 JOINT SEALANTS

G

T

PROJECT TABLE OF CONTENTS Page 2

VOLUME 3

DIVISION 08 - OPENINGS

08 11 13.02 00 STEEL DOORS AND FRAMES

08 11 16.02 00 ALUMINUM DOORS AND FRAMES

08 34 02.02 00 BULLET-RESISTANT COMPONENTS

08 34 53.02 00 SECURITY DOORS AND FRAMES

08 44 23.02 00 STRUCTURAL SEALANT GLAZED CURTAIN WALLS

08 71 00.02 00 DOOR HARDWARE

08 88 36.02 00 DYNAMIC GLAZING

08 91 00.02 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 90.02 00 SCHEDULES FOR PAINTING AND COATING

09 22 00.02 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00.02 00 GYPSUM BOARD

09 30 10.02 00 CEMENT TILING, QUARRY TILING, AND PAVER TILING

09 51 00.02 00 ACOUSTICAL CEILINGS

09 62 38.02 00 STATIC-CONTROL FLOORING

09 90 00.02 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00.02 00 VISUAL DISPLAY UNITS

10 14 00.02 10 EXTERIOR SIGNAGE

10 14 00.02 20 INTERIOR SIGNAGE

10 14 53.02 00 TRAFFIC SIGNAGE

10 26 00.02 00 WALL AND DOOR PROTECTION

10 28 13.02 00 TOILET ACCESSORIES

10 44 16.02 00 FIRE EXTINGUISHER CABINETS

DIVISION 12 - FURNISHINGS

12 48 13.02 00 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.02 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.02 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.02 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00.02 00 PLUMBING, GENERAL PURPOSE

22 05 48.02 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

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

23 00 00.02 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.02 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.02 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93.02 00 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00.02 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.02 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.02 29 DIRECT DIGITAL CONTROL FOR HVAC, BACNET, CEPOA SPECIFIC

23 23 00.02 00 REFRIGERANT PIPING

23 73 13.02 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 81 23.02 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 83 00.02 20 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 48.02 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00.02 00 APPARATUS INSPECTION AND TESTING

26 08 01.02 00 COMMISSIONING OF ELECTRICAL SYSTEMS

26 20 00.02 00 INTERIOR DISTRIBUTION SYSTEM

26 21 00.02 00 EXTERIOR DISTRIBUTION SYSTEM

26 28 01.02 10 COORDINATED POWER SYSTEM PROTECTION STUDY

26 51 00.02 00 INTERIOR LIGHTING

26 56 00.02 00 EXTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 3

28 20 01.02 10 ELECTRONIC SECURITY SYSTEM

28 23 23.02 10 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 76.02 00 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

28 51 23.02 10 SECURITY INTERCOMMUNICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00.02 00 EARTHWORK

31 05 19.02 00 GEOTEXTILE

31 09 20.02 29 FIELD SCREEN TESTING OF SOILS FOR POL CONTAMINATION

31 23 00.02 20 EXCAVATION AND FILL

31 62 16.02 16 STEEL PIPE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 13.02 00 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 31 13.02 00 CHAIN LINK FENCES AND GATES

32 31 13.02 53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 00.02 00 CERTIFICATION OF ELECTRONIC SECURITY SYSTEMS

28 20 01.02 10 ELECTRONIC SECURITY SYSTEM

28 23 23.02 10 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 76.02 00 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

28 51 23.02 10 SECURITY INTERCOMMUNICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00.02 00 EARTHWORK

31 05 19.02 00 GEOTEXTILE

31 09 20.02 29 FIELD SCREEN TESTING OF SOILS FOR POL CONTAMINATION

31 23 00.02 20 EXCAVATION AND FILL

31 62 16.02 16 STEEL PIPE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 13.02 00 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 31 13.02 00 CHAIN LINK FENCES AND GATES

32 31 13.02 53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

VOLUME 4

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 00.02 00 CERTIFICATION OF ELECTRONIC SECURITY SYSTEM

DIVISION 27 - COMMUNICATIONS

27 10 00.02 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

PROJECT TABLE OF CONTENTS Page 4

DIVISION 33 - UTILITIES

33 11 00.02 00 WATER DISTRIBUTION

33 30 00.02 00 SANITARY SEWERS

33 71 02.02 00 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00.02 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 71 13.02 16 VEHICLE CRASH BARRIERS

34 71 13.02 19 ACTIVE VEHICLE BARRIERS

-- End of Project Table of Contents --

SECTION 08 11 13.02 00

STEEL DOORS AND FRAMES

02/10

PART 1 GENERAL

1.1 SUSTAINABILITY REQUIREMENTS

The materials in this Specification section are part of the overall compliance with ( HPSB) "High Performance and Sustainable Buildings" "guiding principles for stainable new construction and major renovations". Refer to Specification Section 01 33 29.02 00 - SUSTAINABLE DESIGN REQUIREMENTS, and this Section for more information.

1.2 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 SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 189.1 (2014; Errata 1-2 2015) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

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

ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

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

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.115 (2014) Hardware Preparation in Steel Doors and Steel Frames

HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS (HPSB)

HPSB (2008) Guiding Principles for Sustainable New Construction and Major Renovations

SECTION 08 11 13.02 00 Page 1

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM HMMA HMM (1999; R2000) Hollow Metal Manual

STEEL DOOR INSTITUTE (SDI/DOOR)

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

SDI/DOOR A250.3 (2007; R 2011) Test Procedure and Acceptance Criteria for Factory Applied Finish Painted Steel Surfaces for Steel Doors and Frames

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

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

1.3 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29.02 00 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.02 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors; G

Frames; G

Accessories

Weatherstripping

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

Schedule of doors; G

Schedule of frames; G

Submit door and frame locations.

SD-03 Product Data

Doors; G

Frames; G

Accessories, G

Weatherstripping, G

SECTION 08 11 13.02 00 Page 2

Submit manufacturer's descriptive literature for doors, frames, and accessories. Include data and details on door construction, panel (internal) reinforcement, 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.

SD-04 Samples

Factory-applied enamel finish; G

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

SD-11 Closeout Submittals

Sustainability Reporting; G, S

V.1: Recycled Content EPA Comprehensive Procurement Guidelines

(CPG)

HPSB V.1: Meet the requirements of ASHRAE 189.1 Section 9.4.1.1 (Recycled Content) when products are available.

Per RCRA Section 6002, for EPA-designated products, incorporate products meeting or exceeding EPA's recycled content recommendations. EPA's recycled content product designations and recycled content recommendations are available on EPA's Comprehensive Procurement Guideline web site at http://www.epa.gov/epawaste/conserve/tools/cpg/index.htm .

Requirements will be met when products are available.

1.4 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.

1.5 SUSTAINABILITY REPORTING

Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29.02 00 SUSTAINABILITY REPORTING for project HPSB, low-emitting materials, recycled content, and HBSD documentation.

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 00.02 00. Undercut where indicated. Exterior doors shall have top edge closed flush and sealed to prevent water intrusion. Doors shall be 1-3/4 inch thick, unless otherwise indicated. Provide exterior glazing in accordance with

SECTION 08 11 13.02 00 Page 3

ASTM F2248 and ASTM E1300.

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 1, of size(s) and design(s) indicated and core construction as required by the manufacturer. Provide where not scheduled otherwise.

2.1.1.2 Heavy Duty Doors

SDI/DOOR A250.8 , Level 2, physical performance Level B, Model 1, 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 door at Comm/Mech/Elect room.

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 00.02 00 DOOR HARDWARE. Undercut doors where indicated. Doors shall be 1-3/4 inch thick, unless otherwise indicated.

2.3 ACCESSORIES

2.3.1 Moldings

Provide moldings around glass of interior and exterior doors. Provide nonremovable moldings on outside of exterior doors and on lobby 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.

2.4 STANDARD STEEL FRAMES

SDI/DOOR A250.8 , Level 1, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners. Provide steel frames for doors, transoms, mullions, cased openings, 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.

SECTION 08 11 13.02 00 Page 4

2.4.2 Stops and Beads

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

Miter molded shapes at corners. Butt or miter square or rectangular beads at corners.

2.4.3 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 gauge.

2.4.3.1 Wall Anchors

Provide at least three anchors for each jamb. For frames which are more than 7.5 feet in height, provide one additional anchor for each jamb for each additional 2.5 feet or fraction thereof.

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;

2.4.3.2 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.

2.5 WEATHERSTRIPPING

As specified in Section 08 71 00.02 00 DOOR HARDWARE.

2.5.1 Integral Gasket

Black synthetic rubber gasket with tabs for factory fitting into factory slotted frames, or extruded neoprene foam gasket made to fit into a continuous groove formed in the frame, may be provided in lieu of head and jamb seals specified in Section 08 71 00.02 00 DOOR HARDWARE. Insert gasket in groove after frame is finish painted. Air leakage of weatherstripped doors shall not exceed 1.25 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E283.

2.6 HARDWARE PREPARATION

Provide minimum hardware reinforcing gages as specified in SDI/DOOR A250.6 .

Drill and tap doors and frames to receive finish hardware. Prepare doors and frames for hardware in accordance with the applicable requirements of SDI/DOOR A250.8 and SDI/DOOR A250.6 . For additional requirements refer to ANSI/BHMA A156.115 . Drill and tap for surface-applied hardware at the project site. Build additional reinforcing for surface-applied hardware into the door at the factory. Locate hardware in accordance with the requirements of SDI/DOOR A250.8 , as applicable. Punch door frames, with the exception of frames that will have weatherstripping or gasketing, to

SECTION 08 11 13.02 00 Page 5 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.

2.7 FINISHES

2.7.1 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.

2.7.2 Factory-Applied Enamel Finish

Coatings shall meet test procedures and acceptance criteria in accordance with SDI/DOOR A250.3 . After factory priming, apply two coats of low-gloss enamel to exposed surfaces. Separately bake or oven dry each coat.

Drying time and temperature requirements shall be in accordance with the coating manufacturer's recommendations. Color(s) of finish coat shall be as indicated and shall match approved color sample(s).

2.8 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 sealant.

2.9 PROVISIONS FOR GLAZING

Materials are specified in Section 08 88 36.02 00, DYNAMIC 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. Backfill frames with mortar. Coat inside of frames with corrosion-inhibiting bituminous material.

3.1.2 Doors

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

After erection and glazing, clean and adjust hardware.

3.2 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

SECTION 08 11 13.02 00 Page 6 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.

-- End of Section --

SECTION 08 11 13.02 00 Page 7

SECTION 08 11 16.02 00

ALUMINUM DOORS AND FRAMES

08/08

PART 1 GENERAL

1.1 SUSTAINABILITY REQUIREMENTS

The materials in this Specification section are part of the overall compliance with ( HPSB) "High Performance and Sustainable Buildings" "guiding principles for stainable new construction and major renovations". Refer to Specification Section 01 33 29.02 00 - SUSTAINABLE DESIGN REQUIREMENTS, and this Section for more information.

1.2 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.

ALUMINUM ASSOCIATION (AA)

AA DAF45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

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

ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E331 (2000; R 2009) Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM F1642 (2012) Standard Test Method for Glazing and Glazing Systems Subject to Airblast Loadings

ASTM F2248 (2012) Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing

SECTION 08 11 16.02 00 Page 1

Fabricated with Laminated Glass

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 189.1 (2014; Errata 1-2 2015) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS (HPSB)

HPSB (2008) Guiding Principles for Sustainable New Construction and Major Renovations

1.3 PERFORMANCE REQUIREMENTS

1.3.1 Structural

Exterior doors, frames and hardware shall be designed to resist equivalent static design loads in accordance with ASTM F1642. Frame deflections shall not exceed L/160 of the unsupported member lengths. Equivalent static design loads for connections of window or door frame to the surrounding walls or hardware and associated connections, and glazing stop connections shall be in accordance with ASTM F2248 and ASTM E1300. Design supporting elements and their connections based on their ultimate capacities. Provide calculations of a Professional Engineer that substantiates compliance with these requirements. Use frames that provide an equivalent level of performance. Shapes and thicknesses of framing members shall be sufficient to withstand an ultimate design wind load of not less than 35.2 pounds per square foot of supported area, service-level wind pressure of 21.1 pounds per square foot (0.6 times ultimate design pressure) with a deflection of not more than 1/175 times the length of the member and a safety factor of not less than 1.65. Provide glazing beads, moldings, and trim of not less than 0.050 inch nominal thickness.

1.3.2 Air Infiltration

When tested in accordance with ASTM E283, air infiltration shall not exceed

0.06 cubic feet per minute per square footof fixed area at a test pressure of 6.24 pounds per square foot (50 mile per hour wind).

1.3.3 Water Penetration

When tested in accordance with ASTM E331, there shall be no water penetration at a pressure of 8 pounds per square foot of fixed area.

1.4 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29.02 00 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.02 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors; G

SECTION 08 11 16.02 00 Page 2

Show elevations of each door type, size of doors, metal gages, details of door and frame construction, methods of anchorage, glazing details, weatherstripping, provisions for and location of hardware, and details of installation.

SD-05 Design Data

Structural calculations for deflection; G

SD-08 Manufacturer's Instructions

Doors

Submit detail specifications and instructions for installation, adjustments, cleaning, and maintenance.

SD-11 Closeout Submittals

Sustainability Reporting; G, S

V.1: Recycled Content EPA Comprehensive Procurement Guidelines

(CPG)

HPSB V.1: Meet the requirements of ASHRAE 189.1 Section 9.4.1.1 (Recycled Content) when products are available.

Per RCRA Section 6002, for EPA-designated products, incorporate products meeting or exceeding EPA's recycled content recommendations. EPA's recycled content product designations and recycled content recommendations are available on EPA's Comprehensive Procurement Guideline web site at http://www.epa.gov/epawaste/conserve/tools/cpg/index.htm .

Requirements will be met when products are available.

1.5 SUSTAINABILITY REPORTING

Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29.02 00 SUSTAINABILITY REPORTING for project HPSB, low-emitting materials, recycled content, and HBSD documentation.

1.6 DELIVERY, STORAGE, AND HANDLING

Inspect materials delivered to the site for damage. Unload and store with minimum handling. Provide storage space in dry location with adequate ventilation, free from dust or water, and easily accessible for inspection and handling. Stack materials on nonabsorptive strips or wood platforms.

Do not cover doors and frames with tarps, polyethylene film, or similar coverings. Protect finished surfaces during shipping and handling using manufacturer's standard method, except that no coatings or lacquers shall be applied to surfaces to which caulking and glazing compounds must adhere.

1.7 QUALITY CONTROL

1.7.1 Shop Drawing Requirements

Drawings shall indicate elevations of doors, full-size sections, thickness and gages of metal, fastenings, proposed method of anchoring, size and

SECTION 08 11 16.02 00 Page 3 spacing of anchors, details of construction, method of glazing, details of operating hardware, method and materials for weatherstripping, material and method of attaching subframes, trim, installation details, and other related items.

PART 2 PRODUCTS

2.1 DOORS

Swing-type aluminum doors and frames of size, design, and location indicated. Coordinate with Section 08 44 23.02 00 Structural Sealant Curtain Walls for frames.

2.2 MATERIALS

2.2.1 Anchors

Stainless steel or steel with hot-dipped galvanized finish.

2.2.2 Weatherstripping

Continuous wool pile, silicone treated, or type recommended by door manufacturer.

2.2.3 Aluminum Alloy for Doors

ASTM B221, Alloy 6063-T5 for extrusions. ASTM B209, alloy and temper best suited for aluminum sheets and strips.

2.2.4 Fasteners

Hard aluminum or stainless steel.

2.2.5 Structural Steel

ASTM A36/A36M.

2.3 FABRICATION

2.3.1 Aluminum Frames

Extruded aluminum shapes with contours approximately as indicated.

Provide removable glass stops and glazing beads accommodating fixed glass. Use countersunk stainless steel Phillips screws for exposed fastenings, and space not more than 12 inches on center. Mill joints in frame members to a hairline fit, reinforce, and secure mechanically.

2.3.2 Aluminum Doors

Of type, size, and design indicated and not less than 1-3/4 inch thick.

Minimum wall thickness, 0.125 inch, except beads and trim, 0.050 inch.

Door sizes shown are nominal and shall include standard clearances as follows: 0.093 inch at hinge and lock stiles, 0.125 inch between meeting stiles, 0.125 inch at top rails, 0.187 inch between bottom and threshold, and 0.687 inch between bottom and floor. Bevel single-acting doors 0.063 or 0.125 inch at lock, hinge, and meeting stile edges.

SECTION 08 11 16.02 00 Page 4

2.3.2.1 Full Glazed Stile and Rail Doors

Doors shall have wide stiles and rails as indicated. Fabricate from extruded aluminum hollow seamless tubes or from a combination of open-shaped members interlocked or welded together. Fasten top and bottom rail together by means of welding or by 3/8 or 1/2 inch diameter cadmium-plated tensioned steel tie rods. Provide an adjustable mechanism of jack screws or other methods in the top rail to allow for minor clearance adjustments after installation.

2.3.3 Welding and Fastening

Where possible, locate welds on unexposed surfaces. Dress welds on exposed surfaces smoothly. Select welding rods, filler wire, and flux to produce a uniform texture and color in finished work. Remove flux and spatter from surfaces immediately after welding. Exposed screws or bolts will be permitted only in inconspicuous locations, and shall have countersunk heads. Weld concealed reinforcements for hardware in place.

2.3.4 Weatherstripping

Provide on stiles and rails of all doors. Fit into slots which are integral with doors or frames. Weatherstripping shall be replaceable without special tools, and adjustable at meeting rails of pairs of doors.

Installation shall allow doors to swing freely and close positively. Air leakage of a single leaf weatherstripped door shall not exceed 1.25 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E283.

2.3.5 Anchors

On the backs of subframes, provide anchors of the sizes and shapes indicated for securing subframes to adjacent construction.

2.3.6 Provisions for Hardware

Coordinate with Section 08 71 00.02 00 DOOR HARDWARE. Deliver hardware templates and hardware (except field-applied hardware) to the door manufacturer for use in fabrication of aluminum doors and frames. Cut, reinforce, drill, and tap doors and frames at the factory to receive template hardware. Provide doors to receive surface-applied hardware, except push plates, kick plates, and mop plates, with reinforcing only;

drill and tap in the field. Provide hardware reinforcements of stainless steel or steel with hot-dipped galvanized finish, and secure with stainless steel screws. Provide reinforcement in core of flush doors to receive locks, door closers, and other hardware.

2.3.7 Provisions for Glazing

Provide extruded aluminum snap-in glazing beads on interior side of doors.

Provide extruded aluminum, theft-proof, snap-in glazing beads or fixed glazing beads on exterior or security side of doors. Wet seal glazing to resist three-second attack. Design glazing beads to receive glass of thickness indicated or specified.

2.3.8 Finishes

Provide exposed aluminum surfaces with factory finish of anodic coating or organic coating.

SECTION 08 11 16.02 00 Page 5

2.3.8.1 Anodic Coating

Clean exposed aluminum surfaces and provide an anodized finish conforming to AA DAF45. Finish shall be clear (natural), designation AA-M10-C22-A41, Architectural Class I 0.7 mil or thicker)

PART 3 EXECUTION

3.1 INSTALLATION

Plumb, square, level, and align frames and framing members to receive doors.

3.2 PROTECTION FROM DISSIMILAR MATERIALS

3.2.1 Dissimilar Metals

Where aluminum surfaces come in contact with metals other than stainless steel, zinc, or small areas of white bronze, protect from direct contact to dissimilar metals.

3.2.1.1 Protection

Provide one of the following systems to protect surfaces in contact with dissimilar metals:

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

b. Apply a good quality elastomeric sealant between the aluminum and the dissimilar metal.

c. Paint the dissimilar metal with one coat of primer and one coat of aluminum paint.

3.2.2 Drainage from Dissimilar Metals

In locations where drainage from dissimilar metals has direct contact with aluminum, provide protective paint to prevent aluminum discoloration.

3.3 CLEANING

Upon completion of installation, clean door and frame surfaces in accordance with door manufacturer's written recommended procedure. Do not use abrasive, caustic, or acid cleaning agents.

3.4 PROTECTION

Protect doors and frames from damage and from contamination by other materials such as cement mortar. Prior to completion and acceptance of the work, restore damaged doors and frames to original condition, or replace with new ones.

SECTION 08 11 16.02 00 Page 6

SECTION 08 34 02.02 00

BULLET-RESISTANT COMPONENTS

08/09

PART 1 GENERAL

1.1 SUSTAINABILITY REQUIREMENTS

The materials in this Specification section are part of the overall compliance with ( HPSB) "High Performance and Sustainable Buildings" "guiding principles for stainable new construction and major renovations". Refer to Specification Section 01 33 29.02 00 - SUSTAINABLE DESIGN REQUIREMENTS, and this Section for more information.

1.2 REFERENCES

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

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 189.1 (2014; Errata 1-2 2015) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

ASTM INTERNATIONAL (ASTM)

ASTM C1036 (2010; E 2012) Standard Specification for Flat Glass

ASTM C1048 (2012; E 2012) Standard Specification for Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass

ASTM C1172 (2014) Standard Specification for Laminated Architectural Flat Glass

ASTM D1003 (2013) Haze and Luminous Transmittance of Transparent Plastics

ASTM D3951 (2010) Commercial Packaging

ASTM D4093 (1995; R 2014) Photoelastic Measurements of Birefringence and Residual Strains in Transparent or Translucent Plastic Materials

ASTM D905 (2008; E 2009) Strength Properties of Adhesive Bonds in Shear by Compression Loading

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

SECTION 08 34 02.02 00 Page 1

ASTM F428 (2009; R 2014) Intensity of Scratches on Aerospace Glass Enclosures

ASTM F520 (2010) Environmental Resistance of Aerospace Transparencies

ASTM F548 (2009; R 2014ntensity of Scratches on Aerospace Transparent Plastics

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.1 (2013) Butts and Hinges

ANSI/BHMA A156.115 (2014) Hardware Preparation in Steel Doors and Steel Frames

ANSI/BHMA A156.13 (2012) Mortise Locks & Latches Series 1000

ANSI/BHMA A156.16 (2013) Auxiliary Hardware

ANSI/BHMA A156.18 (2012) Materials and Finishes

ANSI/BHMA A156.4 (2013) Door Controls - Closers

GLASS ASSOCIATION OF NORTH AMERICA (GANA)

GANA Glazing Manual (2004) Glazing Manual

HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS (HPSB)

HPSB (2008) Guiding Principles for Sustainable New Construction and Major Renovations

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM HMMA 810 (2009) Hollow Metal Doors

NAAMM HMMA 820 (2008) Hollow Metal Frames

NAAMM HMMA 830 (2002) Hardware Selection for Hollow Metal Doors and Frames

NAAMM HMMA 840 (2007) Installation and Storage of Hollow Metal Doors and Frames

NAAMM HMMA 862 (2003) Guide Specifications for Commercial Security Hollow Metal Doors and Frames

UNDERWRITERS LABORATORIES (UL)

UL 752 (2005; Reprint Jul 2011) Standard for Bullet-Resisting Equipment

1.3 SYSTEM DESCRIPTION

1.3.1 Design Requirements

Provide bullet resistant components conforming to the requirements specified for the particular items and, as much as possible, complete

SECTION 08 34 02.02 00 Page 2 assemblies by a single manufacturer.

1.3.2 Performance Requirements

All items specified shall be bullet resistant to the threat specified.

Movable and operable components shall operate smoothly and freely. When a reference for performance is listed, operation shall conform to referenced requirements.

1.3.3 Submittal Requirement Details

The following shall be submitted:

a. Manufacturer's descriptive data and installation instructions.

Descriptive data shall include cleaning instructions as recommended by the plastic sheet manufacturer.

b. Lists including schedule of all components to be incorporated in the work with manufacturer's model or catalog numbers, specification and drawing reference numbers, warranty information, threat level certified, and number of items provided.

c. Evidence that standard products essentially duplicate items that have been satisfactorily in use for two years or more, including name of purchasers, locations of installations, dates of installations, and service organizations.

d. Manufacturer's certificates attesting that all components conform to the requirements on drawings and in specifications. Submittal shall include testing reports from independent testing laboratories indicating conformance to regulatory requirements.

1.4 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29.02 00 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.02 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Installation; G

SD-03 Product Data

Bullet Resistant Components, G

Glazing Materials, G

SD-07 Certificates

Bullet Resistant Components, G

Glazing Materials, G

Certificates stating that the glass meets the specified

SECTION 08 34 02.02 00 Page 3 requirements. Labels or manufacturers marking affixed to the glass will be accepted in lieu of certificates.

SD-10 Operation and Maintenance Data

Bullet Resistant Components; G

SD-11 Closeout Submittals

Sustainability Reporting

V.1: Recycled Content EPA Comprehensive Procurement Guidelines

(CPG)

HPSB V.1: Meet the requirements of ASHRAE 189.1 Section 9.4.1.1 (Recycled Content) when products are available.

Per RCRA Section 6002, for EPA-designated products, incorporate products meeting or exceeding EPA's recycled content recommendations. EPA's recycled content product designations and recycled content recommendations are available on EPA's Comprehensive Procurement Guideline web site at http://www.epa.gov/epawaste/conserve/tools/cpg/index.htm .

Requirements will be met when products are available.

1.5 QUALITY ASSURANCE

Provide Bullet-resistant components at locations shown on the drawings.

Bullet-resistant components shall be in accordance with UL 752 , Level 5.

1.6 SUSTAINABILITY REPORTING

Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29.02 00 SUSTAINABILITY REPORTING for project HPSB, low-emitting materials, recycled content, and HBSD documentation.

1.7 DELIVERY, STORAGE, AND HANDLING

Deliver components to the job site with the brand, name, and model number clearly marked thereon. All components shall be delivered, stored and handled so as not to be damaged or deformed, and in accordance with ASTM D3951. Doors, windows, and louvers shall be handled carefully to prevent damage to the faces, edges, corners, ends, and glazing. Abraded, scarred, or rusty areas shall be cleaned, repaired, or replaced immediately upon detection. Replace damaged components that cannot be restored to like-new condition. Components and equipment shall be stored in a dry location on platforms or pallets that are ventilated adequately, free of dust, water, and other contaminants, and stored in a manner which permits easy access for inspection and handling.

1.8 SCHEDULING

Glazing of bullet-resistant windows, except factory-glazed units, shall occur only after all concrete, masonry, ceiling, electrical, mechanical, plumbing and adjacent finish work has been completed to avoid damage to the glazing material. Cover factory-glazed windows to protect them from damage during adjacent finish work.

SECTION 08 34 02.02 00 Page 4

1.9 WARRANTY

Manufacturer's warranty for 5 years shall be furnished for glazing materials. Warranty shall provide for replacement and installation of glazing if delamination, discoloration, or cracking, or crazing occurs.

PART 2 PRODUCTS

2.1 MATERIALS AND COMPONENTS

Provide materials and components which are the standard products of a manufacturer regularly engaged in the manufacture of such products, unless otherwise indicated and detailed on the drawings, and that essentially duplicate items that have been in satisfactory use for at least two years prior to bid opening. Where components are detailed on the drawings and do not conform to a manufacturer's standard product, components shall be constructed of manufacturer's standard materials which conform to the specified ballistic standard or test. Bullet-resistant component assemblies shall be of size and type indicated and shall be provided at locations shown. All items included for exterior installation shall be designed to resist water penetration or entrapment.

2.2 BULLET RESISTANT PANELS

Composite panels made of multiple layers of woven roving ballistic grade fiberglass cloth impregnated with polyester resin and compressed into flat rigid sheets. Materials shall provide controlled internal delaminating to capture a penetrating projectile.

2.3 BULLET-RESISTANT STEEL PERSONNEL DOORS

Door/frame assemblies shall be factory fabricated units, designed to be bullet resistant to the specified threat level, and shall conform to applicable requirements of NAAMM HMMA 810, NAAMM HMMA 820, NAAMM HMMA 862, this section, and requirements indicated on drawings. Frames shall be furnished by the door fabricator. Door silencers shall be provided to cushion the impact of the door on the frame so that steel to steel contact is not made during closing.

2.3.1 Door and Frame Fabrication

Exercise special care during welding to prevent warping. Design of stiffeners and attachment method of interior armor plates shall be such that heat-affected areas, which result from welding, do not allow a potential ballistic leak in product construction. The subsurfaces shall be flat, parallel, and plumb after fabrication. Construct doors and frames of hollow metal with internal armoring and the completed assembly shall meet the specified regulatory requirements. Doors shall be reinforced in accordance with manufacturer's design. Steel door frames shall be mitered or coped and welded at the corners with all welds ground smooth. Corner assemblies shall be designed to eliminate ballistic penetrable seams. Screws shall be countersunk. Stops shall be so placed that full contact with the frame will be assured. All necessary reinforcements shall be made and the frames shall be drilled and tapped as required for the hardware. Frame channels shall be mitered or coped and welded at corners with full penetration groove welds. Exposed welds shall be dressed smooth.

SECTION 08 34 02.02 00 Page 5

2.3.2 Preparation for Hardware

Prepare doors and frames for hardware in conformance with Section 08 71 00.02 00 DOOR HARDWARE, and NAAMM HMMA 830. Drilling and tapping of frames for surface applied hardware shall be performed in the field.

2.3.3 Hardware

Hardware for bullet-resistant door assembly shall be provided by the door assembly manufacturer to ensure a complete bullet resistant assembly.

Where test standard requires hardware to be tested with the door assembly, hardware shall be included in the labeling and/or test certification.

Keying shall be as specified in Section 08 71 00.02 00 DOOR HARDWARE.

2.3.3.1 Mortise Locks and Latchsets

Mortise lock and latchsets shall be series 1000, operational Grade 1, Security Grade 1 or 1A, functions as indicated in the Hardware Schedule, and shall conform to ANSI/BHMA A156.13 . Strikes for all mortise locks and latches, including deadlocks, shall conform to ANSI/BHMA A156.115 except strikes for security doors shall be rectangular, without lip.

Mortise-type locks and latches for doors 1-3/4 inches thick and over shall have adjustable bevel fronts or otherwise conform to the shape of the door. Mortise locks shall have armored fronts. Mortise locks and latches shall have full escutcheon, thru-bolted, extruded stainless steel trim.

2.3.3.2 Hinges

All 7 feet - 0 inch high doors shall be equipped with continuous extra-heavy-duty piano-type hinge sized to carry the weight of the door without sagging. Hinges shall be half mortise, full surface or half surface design as recommended by manufacturer for frame and door design, and shall be tamperproof or mounted on the inside face of the door.

Furnish independent laboratory reports covering both the door weight capacity and a 2,500,000-cycle testing to match ANSI/BHMA A156.1 Grade 1 requirements.

2.3.3.3 Door Closers

Closers shall be extra heavy duty of size and type recommended by manufacturer, and shall be Grade 1 in accordance with ANSI/BHMA A156.4 .

Door closer finish shall be 689 in accordance with ANSI/BHMA A156.18 .

2.3.3.4 Door Stops and Holders

Door stops shall be extra heavy duty, Type L12141 in accordance with

ANSI/BHMA A156.16 .

2.3.4 Frame Anchors

Provide jamb anchors with door/frame assembly conforming to manufacturer's recommendations to ensure complete bullet-resistant assemblies. Make provisions to stiffen the top member of all spans over 3 feet. The bottom of the frames shall extend below the finish floorline and shall be secured to the floor slab by means of angle clips and expansion bolts. Floor clips are not required for installation in pre-built or existing openings.

SECTION 08 34 02.02 00 Page 6

2.4 BULLET-RESISTANT STEEL WINDOWS

Fabricate window assemblies from hollow metal with internal armoring and bullet-resistant glazing materials specified herein; the entire assembly shall meet or exceed the specified regulatory requirements. Frames shall be welded units of sizes and shapes indicated on the drawings with minimum frame face dimensions of 2 inches. Furnish glazing material with window assembly for onsite installation, or windows shall be factory glazed units. Entire assembly shall be furnished by same manufacturer. Exterior (attack side) glazing stops shall be welded or integral to frame.

Interior (protected side) glazing stops shall be removable stops attached with high-strength alloy steel machine screws with tamper-resistant heads.

2.4.1 Glazing Materials

Glazing material shall be factory fabricated units designed to be bullet-resistant to the specified test standard in paragraph COMPONENT TEST REQUIREMENTS. Glazing material shall be glass-clad polycarbonate with a no-spall protected (interior) face. Glazing material shall conform to applicable requirements contained in ASTM C1036, ASTM C1048, and ASTM E1300. Test glazing materials in accordance with the applicable sections of the following testing procedures: ASTM D905, ASTM D1003, ASTM F428, ASTM F548, ASTM D4093, and ASTM F520. All plastic glazing shall have glass cladding on both sides.

2.4.1.1 Glass/Plastic Laminate Glazing

Bullet-resistant glass/plastic laminated glazing materials shall be glass/plastic laminated construction or glass-clad plastic "sandwich" construction conforming to applicable sections of ASTM C1172.

Polycarbonate shall be ultraviolet stabilized.

2.4.2 Adhesive Interlayer Materials

Adhesive interlayer materials for bonding laminates (glass-plastic-glass) shall be chemically compatible with the surfaces being bonded. Units shall be listed in UL 752 as bullet resisting, Level 5, clear. Glass shall conform to ASTM C1172, Type I, Class 1, Quality q3.

2.4.3 Glazing Film

Silver film with interior reflectance randing from 56 to 62 percent, exterior reflectance ranging from 56 62 percent, visible light transmission ranging from 14 to 16 percent, glare reduction of 75 percent minimum. Adhesive as recommended by manufacturer.

2.4.4 Sealants

Sealants for glazings shall be chemically compatible with the glazing materials they contact with no deleterious effects to the glazing materials or to the adhesives used in laminates. Sealants shall be in accordance with glazing manufacturer's recommendations and GANA Glazing Manual .

2.4.5 Deal Trays

Deal tray shall provide nominal 12-3/4 inch wide by 1-5/8 inch high opening in sill of window frame. Provide deal tray welded subassembly of window assembly conforming to specified requirements for entire window

SECTION 08 34 02.02 00 Page 7 assembly. Opening configuration of deal tray shall prevent ballistic penetration or spall from the threat weapon, and shall resist…