Addendum_001_08092010.pdf

KELL099067-F-16-Mission Training Center (Flight Sim) Facility KELL102851-Sustain Exterior Building 937 W9133N-04-D-0002 Missouri ANG, St. Joseph, Missouri

ADDENDUM 001

August 09, 2010

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents.

Acknowledge receipt of this Addendum in the space provided in the Bid Form. Failure to do so may subject Bidder to disqualification.

This Addendum consists of 113 page(s) including all attachments noted herein.

MODIFICATIONS TO PREVIOUS ADDENDA:

N/A.

MODIFICATIONS TO SPECIFICATIONS:

PROJECT TABLE OF CONTENTS

REPLACE Table of Contents with the attached Table of Contents.

SPECIFICATION SECTION 08 11 16 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

ADD this Section in its entirety.

SPECIFICATION Section 08 81 00 GLAZING

REPLACE this Section with the attached Specification Section 08 81 00.

SPECIFICATION Section 08 71 00 DOOR HARDWARE REPLACE this Section with the attached Specification Section 08 71 00.

SPECIFICATION Section 07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

REPLACE this Section with the attached Specification Section 07 27 26.

SPECIFICATION Section 08 11 13 STEEL DOORS AND FRAMES Subparagraph 2.2: REPLACE 1 ¾” thick with 2 ¼” thick.

SPECIFICATION SECTION 08 56 54 BLAST RESISTANT ALUMINUM FRAMED WINDOWS,

STOREFRONTS AND GLAZING

DELETE this Section in its entirety.

SUBMITTAL REGISTER

REPLACE Submittal Register with the attached Submittal Register.

MODIFICATIONS TO DRAWINGS:

Clarification – Drawing Notation: The term “Air Barrier/Vapor Retarder” as used on the drawings also means “Fluid Applied Membrane Air Barrier, Vapor Permeable” as described in Section 07 27 26 FLUID APPLIED MEMBRANE AIR BARRIERS of the specifications. These terms also include all necessary accessories and auxiliary materials to form a complete, weather-tight system.

A-602, Doors 117B and 131B: DELETE door thickness 1¾” and ADD 2¼”.

A-603: Detail 2/A-603, Frame Elevation: DELETE Note “Insulated” and ADD Note “Temperated”.

Missouri ANG, St. Joseph, Missouri

A-603: All references to “ Aluminum Window” refer to Specification Section 08 11 16 ALUMINUM

FRAMED ENTRANCES AND STORFRONTS.

ATTACHMENTS:

Specification Sections 08 11 16, 08 81 00, 08 71 00, and 07 27 26 Specifications Table of Contents Submittal Register

END OF ADDENDUM 001

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 10 00 INSTRUCTIONS TO BIDDERS

00 22 13 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

00 31 10 METRIC MEASUREMENTS

00 31 32 GEOTECHNICAL DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 00 PROJECT MANAGEMENT AND COORDINATION

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) COMPLIANCE AND DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 13 STANDARDS AND ABBREVIATIONS

01 42 19 DEFINITIONS

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.11 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 60 00 PRODUCT REQUIREMENTS

01 62 35 RECYCLED / RECOVERED MATERIALS

01 73 00 EXECUTION REQUIREMENTS

01 73 29 CUTTING AND PATCHING

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 79 00 DEMONSTRATION AND TRAINING

01 91 00 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 15 14.00 10 EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN

CONCRETE FOR CIVIL WORKS

03 20 01.00 10 CONCRETE REINFORCEMENT

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 21 13.13 NONBEARING MASONRY VENEER/STEEL STUD WALLS

04 72 00 CAST STONE ALTERNATE BID OPTION 3

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 19 OPEN WEB STEEL JOIST FRAMING

PROJECT TABLE OF CONTENTS Page 1 Addendum 001

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 00 EXPANSION CONTROL

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

08 14 00 WOOD DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 PORCELAIN TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING AND ACCESSORIES

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS AND CABINETS

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 32 00 MANUFACTURED WOOD CASEWORK

12 93 00 SITE FURNISHINGS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 08 00 COMMISSIONING OF PLUMBING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00.00 10 COMMISSIONING OF ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00.00 20 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 00.00 10 FIRE DETECTION AND ALARM SYSTEM AND MASS NOTIFICATION

SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

PROJECT TABLE OF CONTENTS Page 3

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

33 40 00 STORM DRAINAGE UTILITIES

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION 08 11 16

ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

08/08

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.

ALUMINUM ASSOCIATION (AA)

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

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA/WDMA/CSA 101/I.S.2/A440 (2008; Update 1 2008; Update 2 2008;

Update 3 2009) North American Fenestration Standard/Specification for Windows, Doors, and Skylights

ASTM INTERNATIONAL (ASTM)

ASTM A 36/A 36M (2008) Standard Specification for Carbon Structural Steel

ASTM B 209M (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)

ASTM B 221M (2007) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM C 1401 Guide for Structural Sealant Glazing

ASTM E 283 (2004) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E 331 (2000; R 2009) Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM F 1642 (2004) Standard Test Method for Glazing and Glazing Systems Subject to Airblast Loadings

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction

SECTION 08 11 16 Page 1

(LEED-NC)

LEED NC v2.2 Reference Guide (2007) LEED NC version 2.2 Reference Guide for New Construction

1.2 PERFORMANCE REQUIREMENTS

1.2.1 Structural

Exterior doors, windows, frames and hardware shall be designed to resist equivalent static design loads in accordance with ASTM F 1642. Provide calculations of a Professional Engineer, licensed in the State of Texas, that substantiates compliance with these requirements. Provide a structurally glazed system.

1.2.2 Structural Sealant

Structural sealant capable of withstanding tensile and shear stresses imposed by aluminum-framed systems without failing adhesively or cohesively. When tested for adhesion and compatibility, cohesive failure of sealant shall occur before adhesive failure.

a. Adhesive failure occurs when sealant pulls away from substrate cleanly, leaving no sealant material behind.

b. Cohesive failure occurs when sealant breaks or tears within itself but does not separate from each substrate because sealant-to-substrate bond strength exceeds sealant's internal strength.

1.2.3 Minimum Antiterrorism Performance

Doors and windows shall meet the minimum antiterrorism performance criteria of UFC 4-010-01, as specified in the paragraphs below. Conformance to the performance requirements shall be validated by one of the following methods.

1.2.3.1 Computational Design Analysis Method

Door and window frames, and mullions shall be designed to the criteria listed herein. Computational design analysis shall include calculations verifying the structural performance of each unit proposed for use, under the given static equivalent loads.

Aluminum framing members shall restrict deflections of edges of glazing they support to L/160 under an equivalent 3-second duration loading of 50 pounds per square foot (psf)based upon allowable stress levels, where L denotes the length of the glazing supported edge. (L is to be based on edge length of glazing in frame and not on the distance between anchors that fasten frame to the structure.)

The glazing frame bite for the frames shall be adequate to accept the width of structural silicone sealant as specified in paragraph "Provisions for Glazing" below.

Frames shall be anchored to the supporting structure with anchors designed to resist forces generated by a 3-second duration load of 100 pounds per square foot (psf) based upon allowable stress levels acting on the entire window unit.

SECTION 08 11 16 Page 2

1.2.3.2 Alternate Dynamic Design Analysis Method

As an alternative to the static equivalent load design approach described above, framing members, anchors, and glazing may be designed using a dynamic analysis to prove the system will provide performance equivalent to or better than the hazard rating associated with the applicable level of protection for the project.

1.2.3.3 Standard Airblast Test Method

As an alternative to either of the Computational Design Analysis Methods, each Minimum Antiterrorism door and window type shall be tested for evaluation of hazards generated from airblast loading in accordance with ASTM F 1642 by an independent testing agency regularly engaged in blast testing. For proposed systems that are of the same type as the tested system but of different size, the test results may be accepted provided the proposed unit size is within the range from 25 percent smaller to 10 percent larger in area, than the tested unit. Proposed units of a size outside this range shall require testing to evaluate their hazard rating.

Testing my be by shocktube or arena test. The test shall be performed on the entire proposed system, which shall include, but not be limited to, the glazing, its framing system, operating devices, and all anchorage devices.

Anchorage of the frame or subframe shall replicate the method of installation to be used for the project. The minimum airblast loading parameters for the test shall be as follows: Peak positive pressure of 5.8 psi and positive phase impulse of 41.1 psi-msec. The hazard rating for the proposed systems, as determined by the rating criteria of ASTM F 1642, shall not exceed the "Very Low Hazard" rating (i.e. the "No Break", "No Hazard", "Minimal Hazard" and "Very Low Hazard" ratings are acceptable.

"Low Hazard" and "High Hazard" ratings are unacceptable). Results of systems previously tested by test protocols other than ASTM F 1642 may be accepted provided the required loading, hazard level rating, and size limitations stated herein are met.

1.2.4 Air Infiltration

When tested in accordance with ASTM E 283, air infiltration shall not exceed

2.63 by 10-5 cms per square meter 0.06 cubic feet per minute per square foot of fixed area at a test pressure of 0.30 kPa 6.24 pounds per square foot ( 80 kilometers 50 mile per hour wind).

1.2.5 Water Penetration

When tested in accordance with ASTM E 331, there shall be no water penetration at a pressure of 0.38 kPa 8 pounds per square foot of fixed area.

1.2.6 Wind

Shapes and thicknesses of framing members shall be sufficient to withstand the design wind load indicated 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.

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 01 33 00 SUBMITTAL

PROCEDURES:

SECTION 08 11 16 Page 3

SD-02 Shop Drawings

Doors, windows and frames; G

Show elevations of each door and window type, size of doors and frames, 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-04 Samples

Finish sample; G

SD-05 Design Data

Structural calculations for deflection; G; G

Design Analysis; G

Submit design analysis with calculations showing that the design of each different size and type of unit and its anchorage to the structure meets the minimum antiterrorism standards required by UFC 4-010-01 "DoD Minimum Antiterrorism Standards for Buildings" and paragraph "Minimum Antiterrorism Performance" below, unless conformance is demonstrated by Standard Airblast Test results.

Calculations verifying the structural performance of each unit proposed for use, under the given loads, shall be prepared and signed by a Professional Engineer licensed in the State of Texas.

The components and anchorage devices to the structure, as determined by the design analysis, shall be reflected in the shop drawings.

SD-06 Test Reports

Standard Airblast Test; G

For Minimum Antiterrorism doors, windows, and frames, in lieu of a Design Analysis, results of airblast testing, whether by arena test or shocktube, shall be included in a test report, providing information in accordance with ASTM F 1642, as prepared by the independent testing agency performing the test. The test results shall demonstrate the ability of each unit proposed for use to withstand the airblast loading parameters and achieve the hazard level rating specified in paragraph "Standard Airblast Test Method".

SD-08 Manufacturer's Instructions

Doors, windows, and frames; G

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

SD-11 Closeout Submittals

LEED Documentation; G

SECTION 08 11 16 Page 4

LEED documentation relative to credit in accordance with LEED Reference Guide and described in paragraph "LEED Documentation".

Include in LEED Documentation Notebook - Construction Phase.

1.4 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 calking and glazing compounds must adhere.

1.5 QUALITY CONTROL

1.5.1 Shop Drawing Requirements

Drawings shall indicate elevations of doors, windows and frames, full-size sections, thickness and gages of metal, fastenings, proposed method of anchoring, size and spacing of anchors, details of construction, method of glazing, details of operating hardware, mullion details, method and materials for weatherstripping, material and method of attaching subframes, trim, installation details, and other related items.

1.5.2 Structural-Sealant Glazing

Comply with ASTM C 1401, "Guide for Structural Sealant Glazing" for design and installation of structural-sealant-glazed systems.

1.5.3 Sample Requirements

1.5.3.1 Finish Sample Requirements

Submit color chart of standard factory-finish color coatings.

1.5.4 Design Data Requirements

Submit calculations to substantiate compliance with deflection requirements and Minimum Antiterrorism Performance criteria. A Professional Engineer Licensed in the State of Texas must provide calculations.

Submit design analysis with calculations showing that the design of each different size and type of aluminum door and window unit and its anchorage to the structure meets the requirements of paragraph "Minimum Antiterrorism Performance Criteria". Calculations verifying the structural performance of each door and window proposed for use, under the given loads, must be prepared and signed by a registered professional engineer. Reflect the door and window components and anchorage devices to the structure, as determined by the design analysis, in the shop drawings.

1.5.4.1 Test Report Requirements

Submit test reports for each type of door and window attesting that identical doors and windows have been tested and meet the requirements specified herein for conformance to AAMA/WDMA/CSA 101/I.S.2/A440 including test size, and, for Minimum Antiterrorism windows, in lieu of a Design Analysis, results of a Standard Airblast Test.

SECTION 08 11 16 Page 5

1.6 SUSTAINABLE DESIGN REQUIREMENTS

1.6.2 LEED Documentation

Work of this section contributes to the achievement of, or compliance with, the requirements of various LEED NC V2.2 Prerequisites and Credits as indicated below. Refer to Section 01 33 29 LEED DOCUMENTATION for specific documentation requirements.

Comply with product, material content, performance threshold, activity, documentation, and other technical requirements as described in the LEED NC v2.2 Reference Guide and LEED Online Submittal Template system.

Collect, organize, and submit product data, drawings, diagrams, photos and cost information necessary for the Contractor's LEED Coordinator to prepare the LEED On Line Submittal Templates and Supporting Documentation for the Construction Phase Prerequisites and Credits assigned to the Contractor.

This data collection work shall commence with the notice to proceed and will only be deemed complete upon final acceptance of the LEED Documentation by the Base Civil Engineer and the Green Building Certification Institute.

MR CR 2.1 and 2.2 - Construction Waste Management MR CR 5.1 and 5.2 - Regional Materials MR CR 4.1 and 4.2 - Recycled Content EQ CR 4.1 - Low Emitting Materials, Adhesives and Sealants

PART 2 PRODUCTS

2.1 DOORS, WINDOWS, AND FRAMES

Swing-type aluminum doors and frames of size, design, and location indicated. Provide doors and windows complete with frames, framing members , subframes, transoms, adjoining sidelights, adjoining window wall, trim, and accessories. Provide manufacturer's standard extruded, thermally broken, aluminum framing members of thickness required and reinforced as required to support design imposed loads. Glazing shall be retained by structural sealant.

2.1.2 Basis of Design Product

Subject to compliance with requirements, provide the Basis of Design product indicated below, or comparable product by one of the other manufacturer's listed.

a. Basis of Design: Kawneer, IR 500/501 Framing and 350 IR Entrances

b. EFCO Corporation

c. Vistawall

2.2 MATERIALS

2.2.1 Anchors

Stainless steel or steel with hot-dipped galvanized finish.

SECTION 08 11 16 Page 6

2.2.2 Weatherstripping

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

2.2.3 Aluminum Alloy for Doors, Windows, and Frames

ASTM B 221M ASTM B 221, Alloy 6063-T5 for extrusions. ASTM B 209M ASTM B 209, 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 A 36/A 36M.

2.3 FABRICATION

2.3.1 Aluminum Frames

Extruded aluminum shapes with contours approximately as indicated. Use countersunk stainless steel Phillips screws for exposed fastenings, and space not more than 300 mm 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 45 mm 1-3/4 inch thick. Minimum wall thickness, 3 mm 0.125 inch, except beads and trim,

1.25 mm 0.050 inch. Door sizes shown are nominal and shall include standard clearances as follows: 2.5 mm 0.093 inch at hinge and lock stiles, 3 mm

0.125 inch between meeting stiles, 3 mm 0.125 inch at top rails, 5 mm 0.187 inch between bottom and threshold, and 17 mm 0.687 inch between bottom and floor. Bevel single-acting doors 2 or 3 mm 0.063 or 0.125 inch at lock, hinge, and meeting stile edges.

2.3.2.1 Full Glazed Stile and Rail Doors

Doors shall have medium 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 10 or 13 mm 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.

SECTION 08 11 16 Page 7

2.3.4 Weatherstripping

Provide on stiles and rails of exterior 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 5.48 x 10-5 cubic meter per second of air per square meter 1.25 cubic feet per minute of air per square foot of door area when tested in accordance with

ASTM E 283.

2.3.5 Anchors

On the backs of subframes, provide anchors of the sizes and shapes indicated for securing subframes to adjacent construction. Anchor transom bars at ends and mullions at head and sill. Place anchors near top and bottom of each jamb and at intermediate points not more than 635 mm 25 inch apart.

2.3.6 Provisions for Hardware

Coordinate with Section 08 71 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.

2.3.7 Provisions for Glazing

Design windows and rabbets suitable for glass thickness shown or specified. For minimum antiterrorism units, attach glazing to its supporting frame using structural silicone sealant. The width of the structural silicone sealant bead must be at least equal to, but not larger than two times the thickness designation of the glass to which it adheres.

Glass is specified in Section 08 81 00 GLAZING.

2.3.8 Finishes

Provide exposed aluminum surfaces with factory finish of anodic coating.

2.3.8.1 Anodic Coating

Clean exposed aluminum surfaces and provide an anodized finish conforming to AA DAF-45. Finish shall be integral color-anodized, designation AA-M10-C22-A42, Architectural Class I 0.0175 mm 0.7 mil or thicker. Color shall be dark bronze.

PART 3 EXECUTION

3.1 INSTALLATION

Plumb, square, level, and align frames and framing members to receive doors, windows, transoms, and adjoining sidelights. Anchor frames to adjacent construction in accordance with manufacturer's printed instructions. Hang doors to produce clearances specified in paragraph entitled "Aluminum Doors," of this section. After erection and glazing, adjust doors and

SECTION 08 11 16 Page 8 hardware to operate properly.

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.

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

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.

3.2.3 Masonry and Concrete

Provide aluminum surfaces in contact with mortar, concrete, or other masonry materials with one coat of heavy-bodied bituminous paint.

3.2.4 Wood or Other Absorptive Materials

Provide aluminum surfaces in contact with absorptive materials subject to frequent moisture, and aluminum surfaces in contact with treated wood, with two coats of aluminum paint or one coat of heavy-bodied bituminous paint.

In lieu of painting the aluminum, the Contractor shall have the option of painting the wood or other absorptive surface with two coats of aluminum paint and sealing the joints with elastomeric sealant.

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, windows, and frames from damage and from contamination by

SECTION 08 11 16 Page 9 other materials such as cement mortar. Prior to completion and acceptance of the work, restore damaged doors, windows and frames to original condition, or replace with new ones.

-- End of Section --

SECTION 08 11 16 Page 10

SECTION 08 81 00

GLAZING

02/09

PART 1 GENERAL

1.1 SCOPE

The items covered in this specification section apply to Bid Package 2

(KELL099067).

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 NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z97.1 (2004) Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test

ASTM INTERNATIONAL (ASTM)

ASTM C 1036 (2006) Standard Specification for Flat Glass

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

ASTM C 1172 (2009) Standard Specification for Laminated Architectural Flat Glass

ASTM C 1184 (2005) Standard Specification for Structural Silicone Sealants

ASTM C 509 (2006) Elastomeric Cellular Preformed Gasket and Sealing Material

ASTM C 864 (2005) Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers

ASTM D 2287 (1996; R 2001) Nonrigid Vinyl Chloride Polymer and Copolymer Molding and Extrusion Compounds

ASTM D 395 (2003; R 2008) Standard Test Methods for Rubber Property - Compression Set

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

ASTM E 773 (2001) Accelerated Weathering of Sealed Insulating Glass Units

SECTION 08 81 00 Page 1

ASTM E 774 (1997) Classification of the Durability of Sealed Insulating Glass Units

GLASS ASSOCIATION OF NORTH AMERICA (GANA)

GANA Glazing Manual (2004) Glazing Manual

GANA Sealant Manual (1990) Sealant Manual

GANA Standards Manual (2001) Tempering Division's Engineering Standards Manual

INSULATING GLASS MANUFACTURERS ALLIANCE (IGMA)

IGMA TB-3001 (1990) Guidelines for Sloped Glazing

IGMA TM-3000 (1997) Glazing Guidelines for Sealed Insulating Glass Units

IGMA TR-1200 (1983) Commercial Insulating Glass Dimensional Tolerances

NATIONAL FENESTRATION RATING COUNCIL (NFRC)

NFRC 100 (2004) Procedure for Determining Fenestration Product U-Factors

NFRC 200 (2004) Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 4-010-01 (2003; Change 1 2007) DoD Minimum Antiterrorism Standards for Buildings

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction

(LEED-NC)

LEED NC v2.2 Reference Guide (2007) LEED NC version 2.2 Reference Guide for New Construction

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

16 CFR 1201 Safety Standard for Architectural Glazing Materials

SECTION 08 81 00 Page 2

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 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Installation; G

Drawings showing complete details of the proposed setting methods, mullion details, edge blocking, size of openings, frame details, materials, and types and thickness of glass.

SD-03 Product Data

Insulating Glass; G

Documentation for Energy Star qualifications.

Accessories; G

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

Local/Regional Materials; (LEED)

Documentation indicating distance between manufacturing facility and the project site. Indicate distance of raw material origin from the project site. Indicate relative dollar value of local/regional materials to total dollar value of products included in project.

SD-04 Samples

Insulating Glass; G

Two 203 x 254 mm 8 x 10 inch samples of each of the following:

tinted glass, and insulating glass units.

Sealants; G

SD-07 Certificates

Insulating Glass; G

SD-08 Manufacturer's Instructions

Setting and sealing materials; G

Glass setting; G

Submit glass manufacturer's recommendations for setting and sealing materials and for installation of each type of glazing material specified

SD-11 Closeout Submittals

SECTION 08 81 00 Page 3

LEED Documentation; G

LEED documentation relative to credit in accordance with LEED Reference Guide and described in paragraph "LEED Documentation".

Include in LEED Documentation Notebook.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver products to the site in unopened containers, labeled plainly with manufacturers' names and brands. Store glass and setting materials in safe, enclosed dry locations and do not unpack until needed for installation. Handle and install materials in a manner that will protect them from damage.

1.5 SYSTEM DESCRIPTION

Glazing systems shall be fabricated and installed watertight and airtight to withstand thermal movement and wind loading without glass breakage, gasket failure, deterioration of glazing accessories, and defects in the work. Glazed panels shall comply with the safety standards, as indicated in accordance with ANSI Z97.1. Glazed panels shall comply with indicated wind/snow loading in accordance withASTM E 1300 and Minimum Antiterrorism Performance Criteria of UFC 4-010-01.

1.6 PERFORMANCE REQUIREMENTS

Design glass to withstand the indicated load acting normal to the plane of the wall.

a. 50 psf acting inward and/or outward.

1.7 ENVIRONMENTAL REQUIREMENTS

Do not start glazing work until the outdoor temperature is above 4 degrees C 40 degrees F and rising, unless procedures recommended by the glass manufacturer and approved by the Base Civil Engineer are made to warm the glass and rabbet surfaces. Provide ventilation to prevent condensation of moisture on glazing work during installation. Do not perform glazing work during damp or rainy weather.

1.8 SUSTAINABLE DESIGN REQUIREMENTS

1.8.1 Local/Regional Materials

Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 500 mile 800 kilometer radius from the project site, if available from a minimum of three sources.

1.8.2 LEED DOocumentation

Work of this section contributes to the achievement of, or compliance with, the requirements of various LEED NC V2.2 Prerequisites and Credits as indicated below. Refer to Section 01 33 29 LEED DOCUMENTATION for specific documentation requirements.

Comply with product, material content, performance threshold, activity, documentation, and other technical requirements as described in the LEED NC v2.2 Reference Guide and LEED Online Submittal Template system.

SECTION 08 81 00 Page 4

Collect, organize, and submit product data, drawings, diagrams, photos and cost information necessary for the Contractor's LEED Coordinator to prepare the LEED On Line Submittal Templates and Supporting Documentation for the Construction Phase Prerequisites and Credits assigned to the Contractor.

This data collection work shall commence with the notice to proceed and will only be deemed complete upon final acceptance of the LEED Documentation by the Base Civil Engineer and the Green Building Certification Institute.

MR CR 2.1 and 2.2 - Construction Waste Management MR CR 4.1 and 4.2 - Recycled Content MR CR 5.1 and 5.2 - Regional Materials EQ CR 4.1 - Low Emitting Materials - Adhesives and Sealants

1.9 WARRANTY

1.9.1 Warranty for Insulating Glass Units

Warranty insulating glass units against development of material obstruction to vision (such as dust, fogging, or film formation on the inner glass surfaces) caused by failure of the hermetic seal, other than through glass breakage, for a 10-year period following acceptance of the work. Provide new units for any units failing to comply with terms of this warranty within 45 working days after receipt of notice from the Government.

PART 2 PRODUCTS

2.1 GLASS

ASTM C 1036, unless specified otherwise. In doors and sidelights, provide safety glazing material conforming to 16 CFR 1201.

2.1.1 Clear Glass

Type I, Class 1 (clear), Quality q4 (A) . Provide for glazing openings not indicated or specified otherwise. Use double-strength sheet glass or 3 mm 1/8 inch float glass for openings up to and including 1.39 square meters 15 square feet, 4.5 mm 3/16 inch for glazing openings over 1.39 square meters 15 square feet but not over 2.79 square meters 30 square feet, and 6 mm 1/4 inch for glazing openings over 2.79 square meters 30 square feet but not over 4.18 square meters 45 square feet.

2.1.2 Annealed Glass

Annealed glass shall be Type I transparent flat type, Class 1 - clear Quality q3 - glazing select, 35 percent light transmittance, conforming to

ASTM C 1036.

2.1.3 Heat-Absorbing Glass

Type I, Class 2 (heat absorbing and light reducing), Quality q3 (select) 6 mm inch thick, 35 percent light transmittance, conforming to ASTM C 1036.

Color shall be bronze, or as slected by the Base Civil Engineer, for 6 mm 1/4 inch thickness.

2.1.4 Laminated Glass

ASTM C 1172, Kind LA fabricated from two nominal 3 mm 1/8 inch pieces of

SECTION 08 81 00 Page 5

Type I, Class 1, Quality q3, flat annealed transparent glass conforming to ASTM C 1036. Flat glass shall be laminated together with a minimum of 1.5 mm 0.030 inch thick, clear polyvinyl butyral interlayer. The total thickness shall be nominally 7.5 mm 1/4 inch.

2.1.5 Mirrors

2.1.5.1 Glass Mirrors

Glass for mirrors shall be Type I transparent flat type, Class 1-clear, Glazing Quality q1 6 mm 1/4 inch thick conforming to ASTM C 1036. Glass shall be coated on one surface with silver coating, copper protective coating, and mirror backing paint. Silver coating shall be highly adhesive pure silver coating of a thickness which shall provide reflectivity of 83 percent or more of incident light when viewed through 6 mm (1/4 inch)1/4 inch thick glass, and shall be free of pinholes or other defects. Copper protective coating shall be pure bright reflective copper, homogeneous without sludge, pinholes or other defects, and shall be of proper thickness to prevent "adhesion pull" by mirror backing paint. Mirror backing paint shall consist of two coats of special scratch and abrasion-resistant paint, and shall be baked in uniform thickness to provide a protection for silver and copper coatings which will permit normal cutting and edge fabrication.

2.1.6 Tempered Glass

ASTM C 1048, Kind FT (fully tempered), Condition A (uncoated), Type I, Class , Quality q3, 6 mm 1/4 inch thick, conforming to ASTM C 1048 and GANA Standards Manual. Provide wherever safety glazing material is indicated or specified.

2.1.7 Heat-Strengthened Glass

ASTM C 1048, Kind HS (heat strengthened), Condition A (uncoated), Type I, Class 2 (tinted heat absorbing), Quality q3, 6 mm inch 1/4 inch thick.

2.1.8 Spandrel Glass

2.1.8.1 Ceramic-Opacified Spandrel Glass

Ceramic-opacified spandrel glass shall be Kind HS heat-strengthened transparent flat type, Condition B, coated with a colored ceramic material on No. 2 surface, Quality q3 - glazing select, 6 mm 1/4 inch thick, conforming to ASTM C 1048. Color shall be bronze, or as selected by the Base Civil Engineer.

2.2 INSULATING GLASS UNITS

Two panes of glass separated by a dehydrated 1/2 inch 13 mm airspace, hermetically sealed. Glazed systems (including frames) shall be Energy Star labeled products as appropriate to climate zone and as applicable to window type, with a whole-window Solar Heat Gain Coefficient (SHGC) maximum of 1.4 W/m2K determined according to NFRC 200 procedures. Glazed panels shall have a U-factor maximum of .29 Btu per square foot x hr x degree F1.6 W per square m x K in accordance with NFRC 100. Glazing shall meet or exceed a luminous efficacy of 1.0. Dimensional tolerances shall be as specified in IGMA TR-1200. The units shall meet CBA Grade requirement when tested in accordance with ASTM E 773 and ASTM E 774, Class A. Spacer shall be black, roll-formed, manufacturer's standard material, with bent or tightly welded or keyed and sealed joints to completely seal the spacer

SECTION 08 81 00 Page 6 periphery and eliminate moisture and hydrocarbon vapor transmission into airspace through the corners. Primary seal shall be compressed polyisobutylene and the secondary seal shall be a specially formulated silicone.

2.2.1 Buildings (Windows and Transoms)

The inner light shall be ASTM C 1172, clear annealed flat glass, Type I, Class I, Quality q3 laminated glass. The outer light shall be heat-absorbing glass, tinted bronze (or color selected by the Base Civil Engineer), 35 percent light transmittance, with anti-reflective low-emissivity coating on No. 2 surface (inside surface of exterior light).

2.2.2 Buildings (Exterior Doors and Sidelites)

The inner light shall be ASTM C 1172, Clear annealed flat glass, Type I, Class I, Quality q3 laminated glass. The outer light shall be tempered glass, tinted bronze (or color selected by the Base Civil Engineer), 35 percent light transmittance, with anti-reflective low-emissvity coating on No. 2 surface (inside surface of exterior light).

2.2.3 Buildings (Spandrel Units)

The inner light shall be ASTM C 1172 Clear annealed flat glass, Type I, Class I, Quality q3, laminated glass. The outer light shall be spandrel glass, tinted bronze to match adjacent windows and doors (or color selected by the Base Civil Engineer).

2.3 SETTING AND SEALING MATERIALS

Provide as specified in the GANA Glazing Manual, IGMA TM-3000, IGMA TB-3001, and manufacturer's recommendations, unless specified otherwise herein. Do not use metal sash putty, nonskinning compounds, nonresilient preformed sealers, or impregnated preformed gaskets. Materials exposed to view and unpainted shall be gray or neutral color.

2.3.1 Sealants

Provide structural sealants for glazed units required to meet Minimum Antiterrorism Performance Criteria of UFC 4-010-01..

2.3.1.1 Structural Sealant

ASTM C 1184, Type S.

2.3.2 Joint Backer

Joint backer shall have a diameter size at least 25 percent larger than joint width; type and material as recommended in writing by glass and sealant manufacturer.

2.3.3 Preformed Channels

Neoprene, vinyl, or rubber, as recommended by the glass manufacturer for the particular condition.

2.3.4 Sealing Tapes

Preformed, semisolid, PVC-based material of proper size and compressibility

SECTION 08 81 00 Page 7 for the particular condition, complying with ASTM D 2287. Use only where glazing rabbet is designed for tape and tape is recommended by the glass or sealant manufacturer. Provide spacer shims for use with compressible tapes. Tapes shall be chemically compatible with the product being set.

2.3.5 Setting Blocks and Edge Blocks

Closed-cell neoprene setting blocks shall be dense extruded type conforming to ASTM C 509 and ASTM D 395, Method B, Shore A durometer between 70 and

90. Edge blocking shall be Shore A durometer of 50 (+ or - 5). Silicone setting blocks shall be required when blocks are in contact with silicone sealant. Profiles, lengths and locations shall be as required and recommended in writing by glass manufacturer. Block color shall be black.

2.3.6 Glazing Gaskets

Glazing gaskets shall be extruded with continuous integral locking projection designed to engage into metal glass holding members to provide a watertight seal during dynamic loading, building movements and thermal movements. Glazing gaskets for a single glazed opening shall be continuous one-piece units with factory-fabricated injection-molded corners free of flashing and burrs. Glazing gaskets shall be in lengths or units recommended by manufacturer to ensure against pull-back at corners.

Glazing gasket profiles shall be as indicated on drawings.

2.3.6.1 Fixed Glazing Gaskets

Fixed glazing gaskets shall be closed-cell (sponge) smooth extruded compression gaskets of cured elastomeric virgin neoprene compounds conforming to ASTM C 509, Type 2, Option 1.

2.3.6.2 Wedge Glazing Gaskets

Wedge glazing gaskets shall be high-quality extrusions of cured elastomeric virgin neoprene compounds, ozone resistant, conforming to ASTM C 864, Option 1, Shore A durometer between 65 and 75.

2.3.6.3 Aluminum Framing Glazing Gaskets

Glazing gaskets for aluminum framing shall be permanent, elastic, non-shrinking, non-migrating, watertight and weathertight.

2.3.7 Accessories

Provide as required for a complete installation, including glazing points, clips, shims, angles, beads, and spacer strips. Provide noncorroding metal accessories. Provide primer-sealers and cleaners as recommended by the glass and sealant manufacturers.

2.4 MIRROR ACCESSORIES

2.4.1 Mastic

Mastic for setting mirrors shall be a polymer type mirror mastic resistant to water, shock, cracking, vibration and thermal expansion. Mastic shall be compatible with mirror backing paint, and shall be approved by mirror manufacturer.

SECTION 08 81 00 Page 8

2.4.2 Mirror Frames

Mirrors shall be provided with mirror frames (J-mold channels) fabricated of one-piece roll-formed Type 304 stainless steel with No. 4 brushed satin finish and concealed fasteners which will keep mirrors snug to wall.

Frames shall be 32 x 6 x 6 mm (1-1/4 x 1/4 x 1/4 inch) 1-1/4 x 1/4 x 1/4 inch continuous at top and bottom of mirrors. Concealed fasteners of type to suit wall construction material shall be provided with mirror frames.

2.4.3 Mirror Clips

Concealed fasteners of type to suit wall construction material shall be provided with clips.

PART 3 EXECUTION

3.1 PREPARATION

Preparation, unless otherwise specified or approved, shall conform to applicable recommendations in the GANA Glazing Manual, GANA Sealant Manual, IGMA TB-3001, IGMA TM-3000, and manufacturer's recommendations. Determine the sizes to provide the required edge clearances by measuring the actual opening to receive the glass. Grind smooth in the shop glass edges that will be exposed in finish work. Leave labels in place until the installation is approved, except remove applied labels on heat-absorbing glass and on insulating glass units as soon as glass is installed. Securely fix movable items or keep in a closed and locked position until glazing compound has thoroughly set.

3.2 GLASS SETTING

Shop glaze or field glaze items to be glazed using glass of the quality and thickness specified or indicated. Glazing, unless otherwise specified or approved, shall conform to applicable recommendations in the GANA Glazing Manual, GANA Sealant Manual, IGMA TB-3001, IGMA TM-3000, and manufacturer's recommendations. Handle and install glazing materials in accordance with manufacturer's instructions. Use beads or stops which are furnished with items to be glazed to secure the glass in place. Verify products are properly installed, connected, and adjusted.

3.2.1 Sheet Glass

Cut and set with the visible lines or waves horizontal.

3.2.2 Insulating Glass Units

Do not grind, nip, or cut edges or corners of units after the units have left the factory. Springing, forcing, or twisting of units during setting will not be permitted. Handle units so as not to strike frames or other objects. Installation shall conform to applicable recommendations of IGMA TB-3001 and IGMA TM-3000.

3.2.3 Installation of Heat-Absorbing Glass

Glass shall have clean-cut, factory-fabricated edges. Field cutting will not be permitted.

SECTION 08 81 00 Page 9

3.2.4 Installation of Laminated Glass

Sashes which are to receive laminated glass shall be weeped to the outside to allow water drainage into the channel.

3.3 CLEANING

Clean glass surfaces and remove labels, paint spots, putty, and other defacement as required to prevent staining. Glass shall be clean at the time the work is accepted.

3.4 PROTECTION

Glass work shall be protected immediately after installation. Glazed openings shall be identified with suitable warning tapes, cloth or paper flags, attached with non-staining adhesives. Glass units which are broken, chipped, cracked, abraded, or otherwise damaged during construction activities shall be removed and replaced with new units.

3.5 WASTE MANAGEMENT

Disposal and recycling of waste materials, including corrugated cardboard recycling, shall be in accordance with the Waste Management Plan. Close and seal tightly all partly used sealant containers and store protected in well-ventilated, fire-safe area at moderate temperature.

3.6 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 METRIC

Glass 1/8 inch 3 mm 3/16 inch 4.5 mm 7/32 inch 6 mm 1/4 inch 6 mm 3/8 inch 10 mm

Interlayer 0.015 inch 0.38 mm

Glazing Channels 1/4 inch 6 mm

-- End of Section --

SECTION 08 81 00 Page 10

SECTION 08 71 00

DOOR HARDWARE

08/08

PART 1 GENERAL

1.1 SCOPE

The items covered in this specification section apply to both Bid Package 1 (KELL102851) and Bid Package 2 (KELL099067).

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.

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

BHMA A156.1 (2006) Butts and Hinges

BHMA A156.13 (2005) Mortise Locks & Latches, Series 1000

BHMA A156.16 (2008) Auxiliary Hardware

BHMA A156.18 (2006) Materials and Finishes

BHMA A156.21 (2009) Thresholds

BHMA A156.22 (2005) Door Gasketing and Edge Seal Systems

BHMA A156.3 (2008) Exit Devices

BHMA A156.4 (2008) Door Controls - Closers

BHMA A156.5 (2001) Auxiliary Locks & Associated Products

BHMA A156.6 (2005) Architectural Door Trim

BHMA A156.7 (2003; R 2009) Template Hinge Dimensions

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2009; Amd 1 & 2 2009) Life Safety Code

NFPA 80 (2010) Standard for Fire Doors and Other Opening Protectives

STEEL DOOR INSTITUTE (SDI/DOOR)

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

SECTION 08 71 00 Page 1

UNDERWRITERS LABORATORIES (UL)

UL…