Land Port of Entry Design Standard December 2018 .pdf

Land Port of Entry

Design Standard

Additional

Appendices

December 2018

FOR OFFICIAL USE ONLY

WARNING: This document is FOR OFFICIAL USE ONLY (FOUO). It contains information that may be exempt from public release under the Freedom of Inf ormation Act (5 U.S.C. § 552). It is to be controlled, stored, handled, transmitted, distributed, and disposed of in accordance with DHS policy relating to FOUO inf ormation and is not to be released to the public or other personnel who do not have a valid “need-to-know” without prior approval of an authorized DHS official.

NII BUILDING PROTOTYPE

Land Port of Entry Design Standard

FOR OFFICIAL USE ONLY

WARNING: This document is FOR OFFICIAL USE ONLY (FOUO). It contains information that may be exempt from public release under the Freedom of Information Act (5 U.S.C. § 552). It is to be controlled, stored, handled, transmitted, distributed, and disposed of in accordance with DHS policy relating to FOUO information and is not to be released to the public or other personnel who do not have a valid “need-to-know” without prior approval of an authorized DHS official.

For Official Use Only

Enclosed NII IBuilding Drawings I

LPOE Design Standard—2018—ENCLOSED NII BUILDING I-1

WARNING: This document is FOR OFFICIAL USE ONLY (FOUO). It contains information that may be exempt from public release under the Freedom of Information Act (5 U.S.C. § 552). It is to be controlled, stored, handled, transmitted, distributed, and disposed of in accordance with DHS policy relating to FOUO information and is not to be released to the public or other personnel who do not have a valid “need-to-know” without prior approval of an authorized DHS official.

APPENDIX I. ENCLOSED NII BUILDING DRAWINGS

I.1 INTRODUCTION

The following sections provide details on the enclosed non-intrusive inspection (NII) building used in secondary inspection areas. This appendix provides previously approved designs for reference for the standard building details and should be confirmed with Customs and Border Protection (CBP) for any actual project.

I-2 ENCLOSED NII BUILDING DRAWINGS

I.2 NII BUILDING DRAWING

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

GENERAL SERVICE ADMINISTRATION

U.S. LAND PORT OF ENTRY

STANDARDIZED ELEMENTS

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OTHER

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FACILITY CODE

PROJECT

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DESCRIPTION

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GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

GS-07P-07-HH-D-0083

GS-P-07-08-HH-5166

RICHTER ARCHITECTS

STANDARDIZED ELEMENTS

LAND PORT OF ENTRY

STANDARDIZED ELEMENTS

STANDARDIZED ENCLOSED NON-INTRUSIVE

INSPECTION BUILDING

NA

ERIC COOK

100% CONSTRUCTION DOCUMENTS

06/03/2009

SCALE:

DATE DRAFTED: 09/01/09

SHEET SIZE: 24 x 36

FINAL DOCUMENTS

NOT FOR REGULATORY APPROVAL,

PERMITTING, OR CONSTRUCTION

ARCHITECT:

DAVID R. RICHTER

T.B.A.E. NO. 7113

PD

SC

A NA

20815.00 - LPOE SE - NII BUILDING.RVT

A 09/01/2009 MOD. TO 06/03/09 SUBMISSION

TITLE

Author Checker

NII-T-01

U.S. LAND PORT OF ENTRY

ENCLOSED NON-INTRUSIVE

INSPECTION BUILDING (NII)

ARCHITECT: RICHTER ARCHITECTS

Structural Engineer: Walter P. Moore and Associates

MEP Engineer: Goetting and Associates

ARCHITECTURAL:

NII-A-01 GEN. NOTES AND SPECIFICATIONS

NII-A-02 SPECIFICATIONS

NII-A-03 FLOOR PLANS

NII-A-04 CEILING PLANS

NII-A-05 ROOF PLANS

NII-A-06 ELEVATIONS

NII-A-07 ELEVATIONS AND BUILDING SECTIONS

NII-A-08 WALL SECTIONS

NII-A-09 DETAILS

NII-A-10 BOOTH DETAILS

STANDARDIZED ELEMENTS

April 15, 2009

Prepared for:

U.S. Customs and Border Protection Department of Homeland Security

United States General Services Administration

STRUCTURAL:

NII-S0.01 SPECIFICATIONS

NII-S0.02 SPECIFICATIONS

NII-S0.03 SPECIFICATIONS

NII-S0.04 SPECIFICATIONS

NII-S0.05 SPECIFICATIONS

NII-S0.06 SPECIFICATIONS

NII-S0.07 SPECIFICATIONS

NII-S0.08 SPECIFICATIONS

NII-S0.09 SPECIFICATIONS

NII-S1.00 GENERAL NOTES

NII-S1.02 GENERAL NOTES

NII-S2.01 NII FOUNDATION AND ROOF PLAN

NII-S2.02 3D VIEW AND ELEVATIONS

NII-S5.00 TYPICAL DETAILS

NII-S5.02 SECTIONS AND DETAILS

NII-S5.05 METAL BUILDING TYPICAL DETAILS

MECHANICAL:

NII-M-0-01 SYMBOLS AND ABBREV.

NII-M-0-02 SPECIFICATIONS

NII-M-0-03 SPECIFICATIONS

NII-M-0-04 SPECIFICATIONS

NII-M-0-05 SPECIFICATIONS

NII-M-0-06 DETAILS

NII-M-0-07 DETAILS

NII-M-0-08 SCHEDULES

NII-M-1-01 FLOOR PLAN

NII-M-1-02 3D PLAN

PLUMBING:

NII-P-0-01 SYMBOLS AND ABBREV.

NII-P-0-02 SPECIFICATIONS

NII-P-0-03 DETAILS

NII-P-1-01 PLUMBING

NII-P-1-02 PLUMBING

ELECTRICAL:

NII-E-0-01 SYMBOLS AND ABBREV.

NII-E-0-02 SPECIFICATIONS

NII-E-0-03 SPECIFICATIONS

NII-E-0-04 SCHEDULES

NII-E-0-05 SCHEDULES

NII-EL-01 SOUTH LIGHTING

NII-EL-02 NORTH LIGHTING

NII-EP-01 SOUTH AND NORTH POWER

DRAWING INDEX:

10' - 0" MINIMUM

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NII BUILDING

VEHICLE

ENTRY

VEHICLE

EXIT

SUPPORT BOOTH

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

GENERAL SERVICE ADMINISTRATION

U.S. LAND PORT OF ENTRY

STANDARDIZED ELEMENTS

2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401

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NAME

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OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

GS-07P-07-HH-D-0083

GS-P-07-08-HH-5166

RICHTER ARCHITECTS

STANDARDIZED ELEMENTS

LAND PORT OF ENTRY

STANDARDIZED ELEMENTS

STANDARDIZED ENCLOSED NON-INTRUSIVE

INSPECTION BUILDING

NA

ERIC COOK

100% CONSTRUCTION DOCUMENTS

06/03/2009

SCALE:

DATE DRAFTED: 09/01/09

SHEET SIZE: 24 x 36

FINAL DOCUMENTS

NOT FOR REGULATORY APPROVAL,

PERMITTING, OR CONSTRUCTION

ARCHITECT:

DAVID R. RICHTER

T.B.A.E. NO. 7113

PD

SC

A NA

20815.00 - LPOE SE - NII BUILDING.RVT

A 09/01/2009 MOD. TO 06/03/09 SUBMISSION

1" = 60'-0"

GENERAL NOTES AND SPECIFICATIONS

Author Checker

NII-A-01

GENERAL PROJECT NOTES:

INTENT:

THE FOLLOWING PLANS AND SPECIFICATIONS ARE INTENDED AS GUIDELINE DOCUMENTS FOR

THE CONSTRUCTION OF A NON-INTRUSIVE INSPECTION BUILDING FOR U.S. CUSTOMS AND

BORDER PROTECTION.

THESE DRAWINGS AND SPECIFICATIONS ARE NOT TO BE USED FOR CONSTRUCTION. THE SITE

SPECIFIC ENGINEER SHALL REVIEW, MODIFY, AND /OR ADD TO THESE DRAWINGS AS NECESSARY

TO ADAPT THE STRUCTIURE TO LOCAL CONDITIONS. EARTHWORK PREPARATION UNDER THE

BUILDING AND THE FOUNDATION DESIGN IS DEPENDENT ON LOCAL SOIL CONDITIONS AND

SPECIFIC GEOTECHNICAL RECOMMENDATIONS AT EACH PROJECT SITE. THE METAL BUILDING

MANUFACTURER / SUPPLIER WILL DESIGN THE METAL BUILDING FRAMES AND COMPOONENTS

TO THE LOCAL REQUIRED CONDITIONS FOR WIND, EARTHQUAKES, SNOW, ETC.

IT IS THEREFORE INTENDED THAT PORTIONS OF THESE DOCUMENTS WILL BE REVIEWED,

EVALUATED, REVISED IF NECESSARY, AND IMPLEMENTED BY ARCHITECTS, ENGINEERS OR

OTHER PROFESSIONALS QUALIFIED AND LICENSED IN EACH REFERENCED STATE. SUCH

PROFESSIONALS ARE GENERALLY REFERRED TO AS “PROJECT ARCHITECT” OR “ARCHITECT”

BY THESE SPECIFICATIONS, BUT ARE INTENDED TO REFER TO ANY AND ALL DULY LICENSED OR

QUALIFIED PROFESSIONAL CHARGED TO IMPLEMENT THESE PLANS IN THE REFERENCED STATE.

CODES:

THESE CONSTRUCTION DOCUMENTS HAVE BEEN FULLY DEVELOPED IN ACCORDANCE WITH

THE 2006 INTERNATIONAL BUILDING CODE. THESE CONSTRUCTION DOCUMENTS HAVE NOT

BEEN DEVELOPED IN CONSIDERATION OF ALL APPLICABLE LOCAL CODE REQUIREMENTS FOR

EACH REFERENCED SITE AND APPLICATION. IT IS PRESUMED THAT THE PROJECT ARCHITECT

AND ENGINEER WILL MAKE SUCH REVISIONS AND IMPLEMENTATION DETAILS SO AS TO COMPLY

WITH ALL ACCESSIBILITY, LIFE SAFETY, FIRE OR OTHER SUCH CODES OR IMPLIED STANDARDS OF

CARE AS MAY BE REQUIRED OR CUSTOMARY IN THE REFERENCED STATE.

TECHNICAL:

THESE BUILDINGS ARE INTENDED TO SUPPORT PROPRIETARY INSPECTION PROCESSES WHICH

ARE LARGELY NOT KNOWN BY RICHTER ARCHITECTS. THEREFORE, THERE MAY BE CERTAIN

ENGINEERING OR TECHNICAL REQUIREMENTS RELATED TO THE PROPRIETARY PROCESSES

WHICH HAVE NOT BEEN CONTEMPLATED BY THE DESIGN OR PLANS. IT IS PRESUMED THAT THE

PROJECT ARCHITECT WILL HAVE FULL KNOWLEDGE OF THE PROPRIETARY INSPECTION

PROCESSES AT THE TIME OF PROCUREMENT AND IMPLEMENT THESE REQUIREMENTS.

MATERIAL AVAILABILITY OR SUITABILITY:

IT IS EXPECTED THAT CERTAIN MATERIALS, EQUIPMENT, DETAILS, OR CONSTRUCTION SYSTEMS

ARE NOT AVAILABLE, COST EFFECTIVE OR TECHNICALLY SUITABLE FOR USE IN THE

REFERENCED STATE. IT IS PRESUMED THAT THE PROJECT ARCHITECT WILL CONSIDER SUCH

FACTORS AND MAKE SUCH SUBSTITUTIONS OR REVISIONS AS MAY BE PRUDENT OR NECESSARY.

THE PROJECT ARCHITECT WILL BE FULLY AND SOLELY RESPONSIBLE FOR SUCH DECISIONS.

BASIS OF DESIGN:

1.) AN INTERIOR CLEAR SPACE DIMENSION OF 60' WIDE x 170' LONG x 28' HIGH WILL BE

REQUIRED AT THE NII BUILDING.

2.) THE NII BUILDING WILL BE ACCOMPANIED BY ONE OF TWO SUPPORT BOOTHS - A LARGER

CONTROL, GROUND CONTROL AND DRIVER WAITING BOOTH OR A SMALLER GROUND

CONTROL AND DRIVER WAITING BOOTH. THE BOOTHS ARE DESIGNATED AS "LARGE BOOTH"

AND "SMALL BOOTH" IN THESE CONSTRUCTION DOCUMENTS. IT IS ASSUMED THAT A REMOTE

CONTROL BOOTH (NOT IN THIS CONTRACT) WILL BE UTILIZED ELSEWHERE ON THE SITE IF THE

"SMALL BOOTH" OPTION IS IMPLEMENTED.

THE SUPPORT BOOTHS SHALL BE PLACED A MINIMUM OF 10-FEET BEYOND THE EXIT END OF THE SCAN FACILITY AND A MINIMUM OF 10 FEET FROM THE OUTER EDGE OF THE DRIVER'S SIDE OF

THE SCAN FACILITY. SEE DIAGRAM:

3.) THE NII BUILDING ENTRY AND EXIT DOORS ARE REVERSIBLE. IE: A LEFT JUSTIFIED ENTRY DOOR CAN BE A RIGHT JUSTIFIED ENTRY DOOR BY ROTATING THE BUILDING ON THE SITE 180

DEGREES.

4.) THE FOUNDATION PERIMETER BEAM SHALL BE DESIGNED BY THE ENGINEER OF RECORD

FOR EACH REFERENCED SITE. CRITICAL DIMENSIONS RELATED TO THE PERIMETER BEAM SIZING

SHALL BE MAINTAINED IN ACCORDANCE WITH THESE DRAWINGS TO ACCOMODATE A MAXIMUM

OF 30" WIDE EXTERIOR CONCRETE SHIELD WALL. THESE CRITICAL DIMENSIONS ARE INDICATED

ON THE WALL SECTIONS.

5.) THE FOUNDATION INTERIOR SLAB IS NOT INCLUDED IN THIS CONTRACT. THE INTERIOR SLAB

SHALL BE DESIGNED, PROVIDED BY AND INSTALLED BY THE PROPRIETARY VENDOR IN

COORDINATION WITH THE ENGINEER OF RECORD FOR EACH REFERENCED SITE. THE SLAB

DESIGN SHALL BE COORDINATED WITH ALL PROPRIETARY INSPECTION PROCESS

REQUIREMENTS, AN OPTIONAL IN-SLAB RADIANT HEATING SYSTEM (NIC) AND THE FLOOR

DRAINAGE SYSTEM INDICATED IN THESE CONSTRUCTION DOCUMENTS.

6.) PROPRIETARY VENDOR'S WILL DESIGN, PROVIDE AND INSTALL SHIELDED VEHICULAR

DOORS IN LIEU OF THE OVERHEAD COILING VEHICULAR DOORS INDICATED IN THESE

DRAWINGS IF REQUIRED.

7.) ALL PERSONNEL DOOR SHIELDING REQUIRED SHALL BE PROVIDED BY THE PROPRIETARY

VENDOR.

8.) THE NII BUILDING SHALL HAVE A MINIMUM CLEAR DISTANCE OF 100 FEET FROM OTHER NII SCANNING EQUIPMENT. THE NII BUILDING SHALL HAVE A MINIMUM CLEAR DISTANCE OF 120 FEET

FROM RADIATION PORTAL MONITORS. VERIFY ALL CLEAR DISTANCES WITH PROPRIETARY

VENDORS.

9.) BIRD CONTROL ISSUES WILL BE COORDINATED WITH THE PROJECT ARCHITECT OF

RECORD AS REQUIRED FOR EACH REFERENCED SITE.

10.) THE ROUTING OF ALL REQUIRED CONDUIT FOR POWER, DATA, COMMUNICATION, ETC.

SHALL BE COORDINATED BY THE PROJECT ENGINEER OF RECORD.

NII OPTIONS: (TO BE DETERMINED AT EACH REFERENCED SITE)

1.) SUPPORT BOOTH CONFIGURATION:

A. "LARGE" BOOTH INCLUDING CONTROL, GROUND CONTROL AND DRIVER WAITING.

B. "SMALL" BOOTH INCLUDING GROUND CONTROL AND DRIVER WAITING.

2.) EXTERIOR WALL CLADDING:

A. METAL R-TYPE PANEL.

B. CONCRETE SHEILD WALL (THICKNESS TO BE DETERMINED BY PROPRIETARY VENDOR).

3.) VEHICULAR DOOR TYPE:

A. 15' WIDE x 16'-6" HIGH COILING OVERHEAD DOOR.

B. 15' WIDE x 16'-6" HIGH CONCRETE (THICKNESS TO BE DETERMINED BY VENDOR).

4.) RADIANT FLOOR HEATING SYSTEM: (NOT IN CONTRACT) REQUIRED AT NORTHERN

BORDER AND SHALL BE PROVIDED BY AND INSTALLED BY VENDOR.

5.) RADIANT CEILING HEATERS: REQUIRED AT NORTHERN BORDER.

6.) HEAT TRACING AT SANITARY SEWER: REQUIRED AT NORTHERN BORDER. SEE ELECTRIAL

AND PLUMBING DRAWINGS.

7.) BOILER OUTBUILDING:

A. REQUIRED AT NORTHER BORDER.

B. LOCATE BOILER INSIDE NII BUILDING (OUTSIDE 60' x 170' CLEAR DIMENSION).

8.) BOILER TYPE: (NOT IN CONTRACT)

A. GAS (TO BE PROVIDED BY AND INSTALLED BY VENDOR).

B. ELECTRIC (TO BE PROVIDED BY AND INSTALLED BY VENDOR).

9.) TRANSLUCENT R-TYPE PANELS: AS REQUIRED AT EACH REFERENCED SITE.

10.) INTERIOR CEILING LIGHTING: (SEE ELECTRICAL DRAWINGS)

A. FLUORESCENT (AT NORTHERN BORDER).

B. METAL HALIDE (AT SOUTHERN BORDER).

PROJECT SPECIFICATIONS:

SECTION 13122 - METAL BUILDING SYSTEMS:

PART 1 - GENERAL:

THIS SPECIFICATION NEEDS TO BE REVIEWED AND EDITED BY THE ARCHITECT/ENGINEER THAT IS TAKING THE LPOE STANDARD ELEMENTS AND ADAPTING THEM TO SUITE LOCAL CONDITIONS. IT

SHOULD BE MODIFIED TO MEETS LOCAL DESIGN AND CODE SPECIFIED CRITERIA AND MEET

SPECIFIC PROJECTS DEMANDS.

1.1 RELATED DOCUMENTS:

A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND

SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION.

1.2 SUMMARY:

A. THIS SECTION INCLUDES A SINGLE-STORY, SINGLE-SPAN, RIGID-FRAME-TYPE PRE-ENGINEERED METAL BUILDING OF THE NOMINAL LENGTH, WIDTH, EAVE HEIGHT, AND ROOF PITCH INDICATED.

1. EXTERIOR WALLS ARE COVERED WITH FACTORY-ASSEMBLED R-TYPE (22 GAUGE) WALL PANELS

ATTACHED TO FRAMING MEMBERS USING CONCEALED FASTENERS. ROOF SYSTEM CONSISTS OF

THE MANUFACTURER'S STANDARD R-TYPE ROOF PANEL.

2. MANUFACTURER'S STANDARD BUILDING COMPONENTS AND ACCESSORIES MAY BE USED,

PROVIDED COMPONENTS, ACCESSORIES, AND COMPLETE STRUCTURE CONFORM TO DESIGN

INDICATED AND SPECIFIED REQUIREMENTS.

B. RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO

THIS SECTION:

1. CONCRETE FLOOR AND FOUNDATIONS AND INSTALLATION OF ANCHOR BOLTS ARE SPECIFIED IN

DIVISION 3 SECTION "CONCRETE WORK."

2. FINISH HARDWARE AND PROVISIONS FOR MASTERKEYING ARE SPECIFIED IN DIVISION 8 SECTION

"FINISH HARDWARE."

1.3 SYSTEM PERFORMANCE REQUIREMENTS:

A. GENERAL: ENGINEER, DESIGN, FABRICATE AND ERECT THE PRE-ENGINEERED METAL BUILDING

SYSTEM TO WITHSTAND LOADS FROM WINDS, GRAVITY, STRUCTURAL MOVEMENT INCLUDING

MOVEMENT THERMALLY INDUCED, AND TO RESIST IN-SERVICE USE CONDITIONS THAT THE

BUILDING WILL EXPERIENCE, INCLUDING EXPOSURE TO THE WEATHER, WITHOUT FAILURE.

1. DESIGN EACH MEMBER TO WITHSTAND STRESSES RESULTING FROM COMBINATIONS OF LOADS

THAT PRODUCE THE MAXIMUM ALLOWABLE STRESSES IN THAT MEMBER AS PRESCRIBED IN

MBMA'S "DESIGN PRACTICES MANUAL."

B. DESIGN LOADS: BASIC DESIGN LOADS, AS WELL AS AUXILIARY AND COLLATERAL LOADS, ARE

INDICATED ON THE DRAWINGS.

1. BASIC DESIGN LOADS INCLUDE LIVE LOAD, WIND LOAD, AND SEISMIC LOAD, IN ADDITION TO THE

DEAD LOAD.

2. AUXILIARY LOADS INCLUDE DYNAMIC LIVE LOADS SUCH AS THOSE GENERATED BY CRANES AND

MATERIAL HANDLING EQUIPMENT.

3. COLLATERAL LOADS INCLUDE ADDITIONAL DEAD LOADS OVER AND ABOVE THE WEIGHT OF THE

METAL BUILDING SYSTEM SUCH AS SPRINKLER SYSTEMS AND ROOF-MOUNTED MECHANICAL

SYSTEMS.

C. STRUCTURAL FRAMING AND ROOF AND SIDING PANELS: DESIGN PRIMARY AND SECONDARY

STRUCTURAL MEMBERS AND EXTERIOR COVERING MATERIALS FOR APPLICABLE LOADS AND

COMBINATIONS OF LOADS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURERS

ASSOCIATION'S (MBMA) "DESIGN PRACTICES MANUAL." ROOF AND SIDING PANELS SHALL BE 20

GAUGE.

1. STRUCTURAL STEEL: COMPLY WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S

(AISC) "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL

FOR BUILDINGS" FOR DESIGN REQUIREMENTS AND ALLOWABLE STRESSES.

2. LIGHT GAGE STEEL: COMPLY WITH THE AMERICAN IRON AND STEEL INSTITUTE'S (AISI)

"SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" AND "DESIGN

OF LIGHT GAGE STEEL DIAPHRAGMS" FOR DESIGN REQUIREMENTS AND ALLOWABLE STRESSES.

3. WELDED CONNECTIONS: COMPLY WITH THE AMERICAN WELDING SOCIETY'S (AWS) "STANDARD

CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION" FOR WELDING PROCEDURES.

D. BUILDING ACCESSORIES: PROVIDE METAL BUILDING SYSTEM ACCESSORIES THAT COMPLY

WITH THE FOLLOWING CRITERIA:

1. HOLLOW METAL DOORS AND FRAMES: COMPLY WITH THE STEEL DOOR INSTITUTE'S SDI-100

FOR TYPES, STYLES, AND DESIGN REQUIREMENTS AND WITH ANSI A115 FOR HARDWARE

PREPARATION.

2. STEEL WINDOWS: COMPLY WITH THE STEEL WINDOW INSTITUTE'S (SWI) "RECOMMENDED

SPECIFICATIONS FOR STEEL WINDOWS" FOR GRADE CLASSIFICATION AND TYPES.

1.4 SUBMITTALS:

A. GENERAL: COORDINATE ALL SUBMITTAL DATA WITH ARCHITECT OF RECORD.

1.5 QUALITY ASSURANCE:

A. INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER TO ERECT THE PRE-

ENGINEERED METAL BUILDING WHO HAS SPECIALIZED IN THE ERECTION AND INSTALLATION OF TYPES OF METAL BUILDINGS SYSTEMS SIMILAR TO THAT REQUIRED FOR THIS PROJECT AND WHO IS CERTIFIED IN WRITING BY THE METAL BUILDING SYSTEM MANUFACTURER AS QUALIFIED FOR

ERECTION OF THE MANUFACTURER'S PRODUCTS.

B. MANUFACTURER'S QUALIFICATIONS: PROVIDE PRE-ENGINEERED METAL BUILDINGS

MANUFACTURED BY A FIRM EXPERIENCED IN MANUFACTURING METAL BUILDINGS SYSTEMS THAT

ARE SIMILAR TO THOSE INDICATED FOR THIS PROJECT AND HAVE A RECORD OF SUCCESSFUL IN-

SERVICE PERFORMANCE.

C. SINGLE-SOURCE RESPONSIBILITY: OBTAIN THE METAL BUILDING SYSTEM COMPONENTS,

INCLUDING STRUCTURAL FRAMING, WALL AND ROOF COVERING, AND ACCESSORY COMPONENTS,

FROM ONE SOURCE FROM A SINGLE MANUFACTURER.

D. DESIGN CRITERIA: THE DRAWINGS INDICATE SIZES, PROFILES, AND DIMENSIONAL

REQUIREMENTS OF THE PRE-ENGINEERED METAL BUILDING SYSTEM. METAL BUILDING SYSTEMS

HAVING EQUAL PERFORMANCE CHARACTERISTICS WITH DEVIATIONS FROM INDICATED DIMENSIONS AND PROFILES MAY BE CONSIDERED, PROVIDED DEVIATIONS DO NOT CHANGE THE DESIGN CONCEPT

OR INTENDED PERFORMANCE. THE BURDEN OF PROOF FOR EQUALITY IS ON THE PROPOSER.

1.6 DELIVERY, STORAGE, AND HANDLING:

A. DELIVER PREFABRICATED COMPONENTS, SHEETS, PANELS, AND OTHER MANUFACTURED ITEMS

SO THEY WILL NOT BE DAMAGED OR DEFORMED. PACKAGE WALL AND ROOF PANELS FOR

PROTECTION AGAINST TRANSPORTATION DAMAGE.

B. HANDLING: EXERCISE CARE IN UNLOADING, STORING, AND ERECTING WALL AND ROOF COVERING

PANELS TO PREVENT BENDING, WARPING, TWISTING, AND SURFACE DAMAGE.

C. STACK MATERIALS ON PLATFORMS OR PALLETS, COVERED WITH TARPAULINS OR OTHER

SUITABLE WEATHERTIGHT VENTILATED COVERING. STORE METAL WALL AND ROOF PANELS SO

THAT WATER ACCUMULATIONS WILL DRAIN FREELY. DO NOT STORE PANELS IN CONTACT WITH

OTHER MATERIALS THAT MIGHT CAUSE STAINING, DENTING OR OTHER SURFACE DAMAGE.

1.7 WARRANTY:

A. ROOFING AND SIDING PANEL FINISH WARRANTY: FURNISH THE ROOFING AND SIDING PANEL MANUFACTURER'S WRITTEN WARRANTY, COVERING FAILURE OF THE FACTORY-APPLIED EXTERIOR

FINISH ON METAL WALL AND ROOF PANELS WITHIN THE WARRANTY PERIOD. THIS WARRANTY

SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGHTS THE OWNER MAY HAVE

AGAINST THE CONTRACTOR UNDER THE CONTRACT DOCUMENTS.

1. WARRANTY PERIOD FOR FACTORY-APPLIED EXTERIOR FINISHES ON WALL AND ROOF PANELS IS

20 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION.

1.8 EXTRA MATERIALS:

A. MAINTENANCE STOCK: FURNISH AT LEAST 5 PERCENT EXCESS OVER REQUIRED AMOUNT OF

NUTS, BOLTS, SCREWS, WASHERS, AND OTHER REQUIRED FASTENERS FOR EACH METAL BUILDING.

PACK IN CARTONS LABELED TO IDENTIFY THE CONTENTS AND STORE ON THE SITE WHERE

DIRECTED.

PART 2 - PRODUCTS:

2.1 MANUFACTURERS:

A. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,

MANUFACTURERS OFFERING METAL BUILDING SYSTEMS THAT MAY BE INCORPORATED IN THE

WORK INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

1. A & M BUILDING SYSTEMS, INC.

2. AMERICAN BUILDINGS CO.

3. AMERICAN STEEL BUILDING CO., INC.

4. ATLANTIC BUILDING SYSTEMS.

5. BEHLEN MANUFACTURING CO.

6. BUTLER MANUFACTURING CO.

7. CECO BUILDINGS DIVISION.

8. GULF STATES MANUFACTURERS, INC.

9. MBCI METAL ROOF AND WALL SYSTEMS, INC.

10. SOUTHERN STRUCTURES, INC.

11. UNITED STRUCTURES OF AMERICA.

2.2 MATERIALS:

A. HOT-ROLLED STRUCTURAL STEEL SHAPES: COMPLY WITH ASTM A 36 OR A 529.

B. STEEL TUBING OR PIPE: COMPLY WITH ASTM A 500, GRADE B, ASTM A 501, OR ASTM A 53.

C. STEEL MEMBERS FABRICATED FROM PLATE OR BAR STOCK: PROVIDE 42,000 PSI MINIMUM YIELD

STRENGTH. COMPLY WITH ASTM A 529, ASTM A 570, OR ASTM A 572.

D. STEEL MEMBERS FABRICATED BY COLD FORMING: COMPLY WITH ASTM A 607, GRADE 50.

E. COLD-ROLLED CARBON STEEL SHEET: COMPLY WITH REQUIREMENTS OF ASTM A 366 OR

ASTM A 568.

F. HOT-ROLLED CARBON STEEL SHEET: COMPLY WITH REQUIREMENTS OF ASTM A 568 OR ASTM A 569.

G. STRUCTURAL QUALITY ZINC-COATED (GALVANIZED) STEEL SHEET: COMPLY WITH ASTM A 446

WITH G90 COATING COMPLYING WITH ASTM A 525. GRADE TO SUIT MANUFACTURER'S

STANDARDS.

H. ALUMINUM-COATED STEEL SHEETS: COMPLY WITH ASTM A 463 WITH T1-40 COATING.

I. ALUMINUM SHEETS: COMPLY WITH ASTM B 209 FOR ALCLAD ALLOY 3003 OR 3004 WITH TEMPER

AS REQUIRED TO SUIT FORMING OPERATIONS.

J. BOLTS FOR STRUCTURAL FRAMING: COMPLY WITH ASTM A 307 OR ASTM A 325 AS NECESSARY

FOR DESIGN LOADS AND CONNECTION DETAILS.

K. TRANSLUCENT PANELS: GLASS-FIBER-REINFORCED POLYESTER TRANSLUCENT PLASTIC

GLAZING PANELS COMPLYING WITH ASTM D 3841, TYPE CC1, LIMITED FLAMMABILITY, GRADE 2, WEATHER RESISTANT, CRINKLE FINISH BOTH SIDES, WEIGHING NOT LESS THAN 8 OZ. PER SQ. FT.

MATCH CONFIGURATION OF ADJACENT METAL PANELS.

1. COLOR: WHITE.

2. MASTIC: NONSTAINING SATURATED VINYL POLYMER AS RECOMMENDED BY PANEL

MANUFACTURER FOR SEALING LAPS.

L. THERMAL INSULATION: GLASS FIBER BLANKET INSULATION, COMPLYING WITH ASTM C 991, OF

0.5 LB PER CU. FT. DENSITY, THICKNESS AS INDICATED, WITH UL FLAME SPREAD CLASSIFICATION

OF 25 OR LESS, AND 2 INCH WIDE CONTINUOUS VAPOR-TIGHT EDGE TABS. METAL BUILDING

INSULATION SHALL COMPLY WITH NAIMA 202-96 (LATEST REVISION).

1. VAPOR BARRIER: VINYL FILM.

2. R-30 AT ROOF. TO BE INSTALLED BETWEEN PURLINS.

M. PAINT AND COATING MATERIALS: COMPLY WITH PERFORMANCE REQUIREMENTS OF THE

FEDERAL SPECIFICATIONS INDICATED. UNLESS SPECIFICALLY INDICATED OTHERWISE, COMPLIANCE WITH COMPOSITIONAL REQUIREMENTS OF FEDERAL SPECIFICATIONS INDICATED IS NOT REQUIRED.

1. SHOP PRIMER FOR FERROUS METAL: FAST-CURING, LEAD-FREE, UNIVERSAL PRIMER, SELECTED BY THE MANUFACTURER FOR RESISTANCE TO NORMAL ATMOSPHERIC CORROSION, COMPATIBILITY WITH FINISH PAINT SYSTEMS, AND CAPABILITY TO PROVIDE A SOUND FOUNDATION FOR FIELD-

APPLIED TOPCOATS DESPITE PROLONGED EXPOSURE. COMPLY WITH FS TT-P-645.

2. SHOP PRIMER FOR GALVANIZED METAL SURFACES: ZINC DUST-ZINC OXIDE PRIMER SELECTED

BY THE MANUFACTURER FOR COMPATIBILITY WITH SUBSTRATE. COMPLY WITH FS TT-P-641.

2.3 STRUCTURAL FRAMING:

A. RIGID FRAMES: FABRICATE FROM HOT-ROLLED STRUCTURAL STEEL SHAPES. PROVIDE

FACTORY-WELDED, SHOP-PAINTED, BUILT-UP "I-BEAM"-SHAPE OR OPEN-WEB-TYPE FRAMES

CONSISTING OF TAPERED OR PARALLEL FLANGE BEAMS AND TAPERED COLUMNS. FURNISH

FRAMES WITH ATTACHMENT PLATES, BEARING PLATES, AND SPLICE MEMBERS. FACTORY DRILL

FOR FIELD-BOLTED ASSEMBLY.

1. PROVIDE LENGTH OF SPAN AND SPACING OF FRAMES INDICATED. SLIGHT VARIATIONS IN

LENGTH OF SPAN AND FRAME SPACING MAY BE ACCEPTABLE IF NECESSARY TO MEET

MANUFACTURER'S STANDARD.

2. PROVIDE RIGID FRAMES AT ENDWALLS WHERE INDICATED.

B. PRIMARY ENDWALL FRAMING: PROVIDE THE FOLLOWING PRIMARY ENDWALL FRAMING

MEMBERS FABRICATED FOR FIELD-BOLTED ASSEMBLY:

1. ENDWALL COLUMNS: MANUFACTURER'S STANDARD SHOP-PAINTED, BUILT-UP FACTORY-

WELDED "I"-SHAPE OR COLD-FORMED "C" SECTIONS, FABRICATED FROM 14-GAGE (0.0747-INCH)

STEEL.

2. ENDWALL BEAMS: MANUFACTURER'S STANDARD SHOP-PAINTED "C"-SHAPE ROLL-FORMED

SECTIONS FABRICATED FROM 16-GAGE (0.0598-INCH) STEEL.

C. SECONDARY FRAMING: PROVIDE THE FOLLOWING SECONDARY FRAMING MEMBERS:

1. ROOF PURLINS, SIDEWALL AND ENDWALL GIRTS: "C"-OR "Z"-SHAPED SECTIONS FABRICATED FROM 16 GAGE (0.0598-INCH) SHOP-PAINTED ROLL-FORMED STEEL. PURLIN SPACERS SHALL BE

FABRICATED FROM 14-GAGE (0.0747-INCH) COLD-FORMED GALVANIZED STEEL SECTIONS.

2. EAVE STRUTS: UNEQUAL FLANGE "C"-SHAPED SECTIONS FORMED TO PROVIDE ADEQUATE

BACKUP FOR BOTH WALL AND ROOF PANELS. FABRICATE FROM 16-GAGE (0.0598-INCH) SHOP-

PAINTED ROLL-FORMED STEEL.

3. FLANGE AND SAG BRACING: 1-5/8- BY 1-5/8 INCH ANGLES FABRICATED FROM 16-GAGE

(0.0598-INCH) SHOP-PAINTED ROLL-FORMED STEEL.

4. BASE OR SILL ANGLES: FABRICATE FROM 14-GAGE (0.0747-INCH) COLD-FORMED GALVANIZED

STEEL SECTIONS.

5. SECONDARY ENDWALL STRUCTURAL MEMBERS, EXCEPT COLUMNS AND BEAMS, SHALL BE THE

MANUFACTURER'S STANDARD SECTIONS FABRICATED FROM 14-GAGE (0.0747-INCH) COLD-

FORMED GALVANIZED STEEL.

D. WIND BRACING: PROVIDE ADJUSTABLE WIND BRACING USING 1/2 INCH DIAMETER THREADED STEEL RODS; COMPLY WITH ASTM A 36 OR ASTM A 572, GRADE D. LOCATE INTERIOR END BAY

BRACING ONLY WHERE INDICATED. COORDINATE ADDITIONAL BRACING WITH ARCHITECT AND

ENGINEER.

E. BOLTS: PROVIDE SHOP-PAINTED BOLTS EXCEPT WHEN STRUCTURAL FRAMING COMPONENTS

ARE IN DIRECT CONTACT WITH ROOFING AND SIDING PANELS. PROVIDE ZINC-PLATED OR CADMIUM-

PLATED BOLTS WHEN STRUCTURAL FRAMING COMPONENTS ARE IN DIRECT CONTACT WITH

ROOFING AND SIDING PANELS.

F. SHOP PAINTING: CLEAN SURFACES TO BE PRIMED OF LOOSE MILL SCALE, RUST, DIRT, OIL, GREASE, AND OTHER MATTER PRECLUDING PAINT BOND. FOLLOW PROCEDURES OF SSPC-SP3 FOR

POWER-TOOL CLEANING, SSPC-SP7 FOR BRUSH-OFF BLAST CLEANING, AND SSPC-SP1 FOR

SOLVENT CLEANING.

1. PRIME GALVANIZED MEMBERS, AFTER PHOSPHORIC ACID PRETREATMENT, WITH

MANUFACTURER'S STANDARD ZINC DUST-ZINC OXIDE PRIMER.

2.4 ROOFING AND SIDING PANELS:

A. FACE SHEETS: FABRICATE WALL AND ROOF PANEL FACE SHEETS IN R-TYPE PROFILE

FROM 22-GAGE, STRUCTURAL QUALITY, GRADE C, ZINC-COATED STEEL SHEETS.

1. FABRICATE WALL PANELS IN A MANNER THAT WILL ELIMINATE CONDENSATE ON THE

INTERIOR SIDE. DESIGN JOINTS BETWEEN PANELS TO FORM WEATHERTIGHT SEALS.

B. ROOF PANELS: MANUFACTURER'S STANDARD FACTORY-FORMED R-TYPE ROOF PANEL

SYSTEM DESIGNED FOR MECHANICAL ATTACHMENT OF PANELS TO ROOF PURLINS. FORM

PANELS OF 22-GAGE, GRADE C, ZINC-COATED STEEL SHEETS.

1. CLIPS: PROVIDE 16-GAGE (0.0598-INCH) PANEL CLIPS.

2. CLEATS: FACTORY-CALKED, MECHANICALLY SEAMED CLEATS FORMED FROM 24-GAGE

(0.0239-INCH), GRADE C, ZINC-COATED STEEL SHEETS.

C. FASTENERS: SELF-TAPPING SCREWS, BOLTS, NUTS, SELF-LOCKING RIVETS, SELF-

LOCKING BOLTS, END-WELDED STUDS, AND OTHER SUITABLE FASTENERS DESIGNED TO

WITHSTAND DESIGN LOADS.

1. PROVIDE METAL-BACKED NEOPRENE WASHERS UNDER HEADS OF FASTENERS BEARING

ON WEATHER SIDE OF PANELS.

2. USE ALUMINUM OR STAINLESS STEEL FASTENERS FOR EXTERIOR APPLICATION AND

GALVANIZED OR CADMIUM-PLATED FASTENERS FOR INTERIOR APPLICATIONS.

3. LOCATE AND SPACE FASTENINGS IN TRUE VERTICAL AND HORIZONTAL ALIGNMENT. USE

PROPER TOOLS TO OBTAIN CONTROLLED UNIFORM COMPRESSION FOR POSITIVE SEAL

WITHOUT RUPTURE OF NEOPRENE WASHER.

4. PROVIDE FASTENERS WITH HEADS MATCHING COLOR OF ROOFING OR SIDING SHEETS BY

MEANS OF PLASTIC CAPS OR FACTORY-APPLIED COATING.

D. ACCESSORIES: PROVIDE THE FOLLOWING SHEET METAL ACCESSORIES FACTORY-

FORMED OF THE SAME MATERIAL IN THE SAME FINISH AS ROOF AND WALL PANELS:

1. FLASHINGS.

2. CLOSERS.

3. FILLERS.

4. METAL EXPANSION JOINTS.

5. RIDGE COVERS.

6. FASCIAS.

E. FLEXIBLE CLOSURE STRIPS: CLOSED-CELL, EXPANDED CELLULAR RUBBER, SELF-

EXTINGUISHING FLEXIBLE CLOSURE STRIPS. CUT OR PREMOLD TO MATCH CONFIGURATION

OF ROOFING AND SIDING SHEETS. PROVIDE CLOSURE STRIPS WHERE INDICATED OR

NECESSARY TO ENSURE WEATHERTIGHT CONSTRUCTION.

F. SEALING TAPE: PRESSURE-SENSITIVE 100 PERCENT SOLIDS GREY POLYISOBUTYLENE

COMPOUND SEALING TAPE WITH RELEASE PAPER BACKING. PROVIDE PERMANENTLY

ELASTIC, NONSAG, NONTOXIC, NONSTAINING TAPE 1/2 INCH WIDE AND 1/8 INCH THICK.

G. JOINT SEALANT: ONE-PART ELASTOMERIC POLYURETHANE, POLYSULFIDE, OR SILICONE

RUBBER SEALANT AS RECOMMENDED BY THE BUILDING MANUFACTURER.

E. FLUOROPOLYMER FINISH: PROVIDE SHOP-APPLIED FLUOROPOLYMER FINISH TO

GALVANIZED STEEL ROOFING AND SIDING PANELS AND RELATED TRIM AND ACCESSORY

ELEMENTS.

1. CLEAN GALVANIZED STEEL WITH AN ALKALINE COMPOUND, THEN TREAT WITH A ZINC

PHOSPHATE CONVERSION COATING AND SEAL WITH A CHROMIC ACID RINSE.

2. APPLY A 2-COAT FLUOROPOLYMER COATING SYSTEM TO PRETREATED STEEL. COATING

SHALL CONSIST OF A SPECIALLY FORMULATED INHIBITIVE PRIMER APPLIED TO A DRY FILM

THICKNESS OF 0.15 MIL TO 0.25 MIL AND A FLUOROCARBON COLOR COAT CONTAINING NOT

LESS THAN 70 PERCENT POLYVINYLIDENE FLUORIDE RESIN BY WEIGHT APPLIED TO A DRY

FILM THICKNESS OF 0.80 MILS TO 1.3 MILS.

3. COLOR: AS INDICATED BY REFERENCE TO THE MANUFACTURER'S STANDARD COLOR

DESIGNATIONS.

2.5 PERSONNEL DOORS:

A. MATERIALS: FABRICATE PERSONNEL DOORS AND FRAMES FROM COMMERCIAL QUALITY,

COLD-ROLLED CARBON STEEL SHEET OR COMMERCIAL QUALITY HOT-ROLLED, PICKLED AND

OILED CARBON STEEL SHEET.

1. ZINC-COATED STEEL SHEETS: COMPLY WITH ASTM A 526; WITH G60 COATING COMPLYING

WITH ASTM A 525, MILL PHOSPHATIZED.

B. ANCHORS AND ACCESSORIES: PROVIDE MANUFACTURER'S STANDARD UNITS. FOR ITEMS

BUILT INTO EXTERIOR WALLS, USE GALVANIZED UNITS COMPLYING WITH ASTM A 153.

C. DOORS: PROVIDE 3'-0" WIDE BY 7'-0" HIGH INSULATED METAL DOORS. COMPLY WITH SDI-

108 FOR MATERIAL QUALITY, METAL GAGES, AND CONSTRUCTION DETAILS.

D. FRAMES: PROVIDE FRAMES OF THE TYPES AND SIZES INDICATED. COMPLY WITH SDI-100

FOR MATERIAL QUALITY, METAL GAGES, AND CONSTRUCTION DETAILS.

1. PROVIDE STANDARD HOLLOW METAL FRAMES FOR DOORS.

2. PREPARE FRAMES TO RECEIVE 3 SILENCERS ON STRIKE JAMBS OF SINGLE DOOR FRAMES

AND 2 SILENCERS ON HEADS OF FRAMES FOR PAIRS OF DOORS.

E. FABRICATION: FABRICATE UNITS TO BE RIGID, NEAT IN APPEARANCE, AND FREE FROM

DEFECTS, WARP, OR BUCKLE. PROVIDE CONTINUOUS WELDS ON EXPOSED JOINTS; GRIND,

DRESS, AND MAKE WELDS SMOOTH, FLUSH, AND INVISIBLE.

F. HARDWARE: PREPARE HOLLOW METAL UNITS TO RECEIVE MORTISED AND CONCEALED

FINISH HARDWARE, INCLUDING CUTOUTS, REINFORCING, DRILLING, AND TAPPING. COMPLY

WITH ANSI A115.

1. REINFORCE TO RECEIVE FIELD-APPLIED, SURFACE-MOUNTED FINISH HARDWARE.

2. LOCATE FINISH HARDWARE AS INDICATED.

3. PROVIDE HARDWARE FOR EACH DOOR LEAF, AS FOLLOWS:

4. HINGES: 1-1/2 PAIR, STEEL, TEMPLATE HINGES, 4-1/2 INCH BY 4-1/2 INCH.

5. LOCKSET: CYLINDRICAL TYPE, KEY IN KNOB.

6. THRESHOLD: EXTRUDED ALUMINUM (EXTERIOR DOORS ONLY).

7. SILENCERS: PNEUMATIC RUBBER TYPE FOR METAL FRAMES.

8. CLOSERS: HYDRAULIC, 1430-PS.

9. KICKPLATES.

G. SHOP-PAINT EXPOSED SURFACES, INCLUDING GALVANIZED SURFACES, USING

MANUFACTURER'S STANDARD BAKED-ON RUST-INHIBITIVE PRIMER.

SPECIFICATIONS CONTINUED ON NEXT SHEET...

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

GENERAL SERVICE ADMINISTRATION

U.S. LAND PORT OF ENTRY

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20815.00 - LPOE SE - NII BUILDING.RVT

A 09/01/2009 MOD. TO 06/03/09 SUBMISSION

SPECIFICATIONS

Author Checker

NII-A-02

SPECIFICATIONS CONTINUED FROM PREVIOUS SHEET:

2.6 OVERHEAD COILING DOORS:

A. GENERAL: PROVIDE COMPLETE OVERHEAD COILING DOOR ASSEMBLIES INCLUDING DOOR

CURTAIN, GUIDES, COUNTERBALANCE, HARDWARE, OPERATORS, AND INSTALLATION

ACCESSORIES. OVERHEAD VEHICULAR DOORS SHALL BE 15'-0" WIDE BY 16'-6" HIGH.

B. PERFORMANCE REQUIREMENTS: PROVIDE DOORS CERTIFIED TO WITHSTAND A 20-PSF WIND

LOAD PRESSURE WITH MAXIMUM DEFLECTION OF 1/120 OF THE OPENING WIDTH. CONFIRM

WITH LOCAL CODES AT EACH REFERENCED SITE.

C. DOOR CURTAIN: INTERLOCKING STEEL SLAT DOOR CURTAIN WITH ONE-PIECE SLATS FOR

THE FULL LENGTH OF DOOR WIDTH. FORM FROM 20-GAGE (0.0359-INCH), GRADE A,

STRUCTURAL QUALITY, ZINC-COATED STEEL SHEETS. PHOSPHATE TREAT BEFORE

FABRICATION.

D. ENDLOCKS: PROVIDE ENDLOCKS FABRICATED FROM MALLEABLE IRON CASTINGS,

GALVANIZED AFTER FABRICATION, SECURED TO CURTAIN SLATS WITH GALVANIZED RIVETS.

E. BOTTOM BAR: PROVIDE BOTTOM BAR ON DOOR CURTAIN CONSISTING OF TWO 1/8-INCH-

THICK ANGLES OF THE SAME METAL AS THE DOOR CURTAIN SLATS. PROVIDE FLEXIBLE

RUBBER, VINYL, OR NEOPRENE WEATHER SEAL AND CUSHION BUMPER ON THE BOTTOM BAR.

F. CURTAIN JAMB GUIDES: PROVIDE CURTAIN JAMB GUIDES, BUILT UP USING STEEL ANGLES, CHANNELS AND FLAT BARS COMPLYING WITH ASTM A 36. GALVANIZE AFTER FABRICATION.

G. WEATHER SEALS: 1/8-INCH-THICK CONTINUOUS RUBBER OR NEOPRENE SHEET WEATHER

SEALS ON METAL PRESSURE BARS SECURED TO INSIDE OF CURTAIN COIL HOOD. AT DOOR

JAMBS, USE 1/8-INCH-THICK CONTINUOUS STRIP SECURED TO EXTERIOR SIDE OF JAMB GUIDE.

H. COUNTERBALANCE: ADJUSTABLE STEEL HELICAL TORSION SPRING COUNTERBALANCE,

MOUNTED AROUND A STEEL SHAFT IN A SPRING BARREL AND CONNECTED TO DOOR CURTAIN

WITH BARREL RINGS. USE GREASE-SEALED BEARINGS OR SELF-LUBRICATING GRAPHITE

BEARINGS FOR ROTATING MEMBERS.

I. BRACKETS: CAST-IRON OR COLD-ROLLED STEEL PLATE MOUNTING BRACKETS WITH BELL-

MOUTH GUIDE GROOVE FOR CURTAIN.

J. HOOD: FORM TO ENCLOSE THE COILED CURTAIN AND OPERATING MECHANISM ENTIRELY AT

THE OPENING HEAD AND TO ACT AS A WEATHER SEAL. CONTOUR TO SUIT END BRACKETS TO

WHICH ATTACHED. ROLL AND REINFORCE TOP AND BOTTOM EDGES FOR STIFFNESS. PROVIDE

CLOSED ENDS FOR SURFACE-MOUNTED HOODS, AND ANY PORTION OF BETWEEN-JAMB

MOUNTING PROJECTING BEYOND WALL FACE. PROVIDE INTERMEDIATE SUPPORT BRACKETS

TO PREVENT SAG.

1. FABRICATE HOODS FOR STEEL DOORS OF 24-GAGE (0.0239-INCH), ZINC-COATED STEEL

SHEET. PHOSPHATE TREAT BEFORE FABRICATION.

K. SHOP FINISH: EXCEPT FOR TIGHTLY JOINED AND LUBRICATED SURFACES, SHOP-CLEAN AND

PRIME FERROUS AND GALVANIZED METAL SURFACES, BOTH EXPOSED AND CONCEALED, WITH

THE MANUFACTURER'S STANDARD RUST-INHIBITIVE PRIMER.

L. MANUAL DOOR OPERATORS: PROVIDE MANUAL DOOR OPERATORS IN ADDITION TO

AUTOMATIC OPERATORS. PROVIDE CHAIN HOIST OPERATOR UNIT.

1. CHAIN HOIST OPERATION: PROVIDE OPERATOR CONSISTING OF AN ENDLESS CADMIUM-

PLATED ALLOY STEEL HAND CHAIN, CHAIN POCKET WHEEL AND GUARD, AND GEARED

REDUCTION UNIT WITH MAXIMUM 35-LB. PULL FOR DOOR OPERATION. DESIGN CHAIN HOIST

WITH SELF-LOCKING MECHANISM ALLOWING CURTAIN TO BE STOPPED AT ANY POINT IN ITS

TRAVEL AND TO REMAIN IN THAT POSITION UNTIL MOVEMENT IS REACTIVATED. FURNISH CHAIN

WITH CHAIN HOLDER SECURED TO OPERATOR GUIDE.

M. ELECTRIC DOOR OPERATORS: FURNISH ELECTRIC OPERATOR ASSEMBLY OF SIZE AND

CAPACITY RECOMMENDED BY MANUFACTURER, COMPLETE WITH NEMA RATED MOTOR AND

FACTORY-PREWIRED MOTOR CONTROLS, GEAR REDUCTION UNIT, SOLENOID-OPERATED BRAKE,

REMOTE CONTROL STATIONS, CONTROL DEVICES, CONDUIT AND WIRING FROM CONTROLS TO

MOTOR AND CENTRAL STATIONS, AND ACCESSORIES REQUIRED FOR PROPER OPERATION.

1. PROVIDE A HAND-OPERATED DISCONNECT OR MECHANISM FOR AUTOMATICALLY ENGAGING A

SPROCKET AND CHAIN OPERATOR AND RELEASING THE BRAKE FOR EMERGENCY MANUAL

OPERATION. INCLUDE INTERLOCK DEVICE TO AUTOMATICALLY PREVENT MOTOR FROM

OPERATING WHEN MANUAL OPERATOR IS ENGAGED.

2. ELECTRIC MOTORS: HIGH-STARTING TORQUE, REVERSIBLE, CONSTANT DUTY, CLASS A

INSULATED ELECTRIC MOTOR WITH OVERLOAD PROTECTION, SIZED TO MOVE DOOR IN EITHER

DIRECTION, FROM ANY POSITION, AT NOT LESS THAN 2/3 FT. NOR MORE THAN 1 FT. PER

SECOND. COORDINATE WIRING REQUIREMENTS AND CURRENT CHARACTERISTICS OF MOTORS

WITH BUILDING ELECTRICAL SYSTEM.

3. FURNISH OPEN-DRIP-PROOF-TYPE MOTOR AND CONTROLLER WITH NEMA TYPE 1 ENCLOSURE.

4. REMOTE CONTROL STATION TO BE LOCATED IN SUPPORT BOOTH: NEMA-APPROVED,

MOMENTARY CONTACT, 3-BUTTON CONTROL STATION WITH PUSH BUTTON CONTROLS LABELED

"OPEN," "CLOSE," AND "STOP."

5. EXTERIOR UNITS: FULL-GUARDED, SURFACE-MOUNTED, STANDARD DUTY WEATHERPROOF-

TYPE REMOTE CONTROL STATIONS WITH NEMA TYPE 4 ENCLOSURES. PROVIDE UNITS

DESIGNED FOR KEY OPERATION.

6. AUTOMATIC REVERSING CONTROL: FURNISH EACH DOOR WITH AN AUTOMATIC SAFETY

SWITCH, EXTENDING FULL WIDTH OF THE DOOR BOTTOM, LOCATED WITHIN A NEOPRENE OR

RUBBER ASTRAGAL MOUNTED TO BOTTOM RAIL OF THE DOOR. CONTACT WITH THE SWITCH

BEFORE FULLY CLOSING WILL IMMEDIATELY STOP DOWNWARD TRAVEL AND REVERSE

DIRECTION TO THE FULLY OPENED POSITION. PROVIDE PNEUMATICALLY ACTUATED AUTOMATIC

BOTTOM BAR.

2.7 STEEL WINDOW MEMBERS:

FORM FROM STANDARD HOT-ROLLED STEEL SHAPES, OR COLD-FORMED STEEL PLATE, BAR,

SHEET, OR STRIP, AS DESIGNED BY THE MANUFACTURER TO COMPLY WITH SPECIFIED

REQUIREMENTS.

A. TRIM MEMBERS INCLUDE GLAZING BEADS, SCREEN FRAMES, WEATHERSTRIP RETAINERS,

FLASHING, AND SIMILAR ITEMS NOT FUNCTIONING AS PRIME STRUCTURAL MEMBERS. PROVIDE

UNITS OF EXTRUDED ALUMINUM OR OF FORMED SHEET ALUMINUM OR STAINLESS STEEL.

B. MULLIONS AND SUBFRAMES: FORM OF HOT-ROLLED OR COLD-FORMED STEEL, OF

MANUFACTURER'S STANDARD PROFILE FOR SPAN AND SPACING INDICATED.

C. FASTENERS: PROVIDE BRONZE, BRASS, STAINLESS STEEL, OR OTHER METAL FASTENERS

WARRANTED BY THE MANUFACTURER TO BE NONCORROSIVE AND COMPATIBLE WITH WINDOW

MEMBERS, TRIM, HARDWARE, ANCHORS, AND OTHER COMPONENTS OF CONNECTED WORK.

D. ANCHORS, CLIPS, AND WINDOW ACCESSORIES: DEPENDING ON STRENGTH AND CORROSION-

INHIBITING REQUIREMENTS, FABRICATE UNITS OF STAINLESS STEEL, HOT-DIP ZINC-COATED

STEEL OR IRON COMPLYING WITH ASTM A 123, OR BRONZE/BRASS.

E. WEATHERSTRIPPING: PROVIDE WEATHERSTRIPPING AS RECOMMENDED BY THE

MANUFACTURER, APPLIED TO EACH OPERABLE SASH.

F. GLAZING STOPS: PROVIDE EXTRUDED ALUMINUM OR FORMED STEEL, SNAP-ON OR

SCREWED-TYPE GLAZING STOPS.

G. HARDWARE: PROVIDE STANDARD DESIGN FOR OPERATION INDICATED, OF DIE-CAST STEEL,

MALLEABLE IRON, OR BRONZE, WITH STEEL OR BRONZE OPERATING ARMS.

H. WINDOW TYPES (OPERATION): ALL FIXED UNITS (WITHOUT VENTS).

I. WINDOW CLASSIFICATION (GRADE): AS FOLLOWS:

1. STANDARD INTERMEDIATE WINDOWS: PROVIDE UNITS COMPLYING WITH SWI RECOMMENDED

SPECIFICATIONS (3.0 LBS. PER FT.).

J. GALVANIZED AND PRIME COAT FINISH: PROVIDE SSPC-SP1 CLEANING, SSPC-SP8 PICKLING, AND ASTM A 123 HOT-DIP GALVANIZING, FOLLOWED BY HOT PHOSPHATE TREATMENT, CHROMIC

ACID RINSE, METAL PRIMER DIP COATING, 1-MIL DRY FILM PAINT THICKNESS.

2.8 SHEET METAL ACCESSORIES:

A. GENERAL: PROVIDE COATED STEEL SHEET METAL ACCESSORIES WITH COATED STEEL

ROOFING AND SIDING PANELS.

B. GUTTERS: FORM IN 8-FOOT-LONG SECTIONS, COMPLETE WITH END PIECES, OUTLET TUBES, AND OTHER SPECIAL PIECES AS REQUIRED. SIZE IN ACCORDANCE WITH SMACNA. JOIN

SECTIONS WITH RIVETED AND SOLDERED OR SEALED JOINTS. PROVIDE EXPANSION-TYPE SLIP

JOINT AT CENTER OF RUNS. FURNISH GUTTER SUPPORTS SPACED 36 INCHES ON CENTER,

CONSTRUCTED OF SAME METAL AS GUTTERS. PROVIDE BRONZE, COPPER, OR ALUMINUM WIRE

BALL STRAINERS AT OUTLETS. FINISH TO MATCH ROOF FASCIA AND RAKE.

C. DOWNSPOUTS: FORM IN 10-FOOT-LONG SECTIONS, COMPLETE WITH ELBOWS AND

OFFSETS. JOIN SECTIONS WITH 1-1/2-INCH TELESCOPING JOINTS. PROVIDE FASTENERS

DESIGNED TO HOLD DOWNSPOUTS SECURELY 1 INCH AWAY FROM WALLS; LOCATE FASTENERS

AT TOP AND BOTTOM AND AT APPROXIMATELY 5 FEET ON CENTER IN BETWEEN. FINISH TO

MATCH WALL PANELS.

SECTION 13129 - CONTROL BOOTHS:

PART 1 - GENERAL:

1.1 RELATED DOCUMENTS:

A. ALL PERFORMANCE AND MATERIAL REQUIREMENTS DEFINED IN REMAINING SECTIONS

CONTINUED WITHIN THIS PROJECT MANUAL, IN CONJUNCTION WITH THE CONSTRUCTION

DRAWINGS APPLY TO THE CONSTRUCTION, DELIVERY AND INSTALLATION OF THE INSPECTION

BOOTH UNITS REQUIRED BY THIS PROJECT.

1.2 SUMMARY:

A. THIS PROJECT REQUIRES THE DESIGN, CONSTRUCTION, DELIVERY AND INSTALLATION OF

THE REFERENCED (2) TWO NII SUPPORT BOOTHS AS DESCRIBED IN THE CONSTRUCTION

DOCUMENTS AS "SMALL BOOTH" AND "LARGE BOOTH". THE SCOPE OF WORK SHALL INCLUDE

THE ASSEMBLED & INSTALLED INSPECTION BOOTH STRUCTURES, FIXTURES, FINISHES AND

COMPLETE AND OPERATIONAL ELECTRICAL AND MECHANICAL SYSTEMS IN COMPLIANCE WITH

THE CONTRACT DOCUMENTS. FINAL CONNECTION OF ELECTRICAL POWER, SANITARY TO THE

FINISHED INSPECTION STRUCTURE WILL BE PROVIDED BY THE GENERAL CONTRACTOR.

COMMUNICATIONS AND DATA CABLING WILL BE PROVIDED AND INSTALLED BY THE GENERAL

CONTRACTOR AS DIRECTED BY THE PROJECT ARCHITECT OF RECORD FOR EACH REFERENCED

SITE. BOOTHS SHALL BE FULLY PAINTED FRAME AND EXTERIOR.

B. BOOTH COMPONENTS AND ASSEMBLY SHALL MEET ALL THE REQUIREMENTS OF TYPE III

BULLET RESISTANCE. THE TYPE III BULLET RESISTANCE APPLIES, NO MATTER WHAT IS

INDICATED ELSEWHERE IN THESE CONSTRUCTION DOCUMENTS.

1.3 PERFORMANCE REQUIREMENTS:

A. MODULAR BUILDING SYSTEM:

1. DESIGN AND CONSTRUCTION OF THE MODULAR BUILDING UNITS AND THEIR FINAL ASSEMBLY

SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE

2006 EDITION.

2. TRANSPORTING OF THE INSPECTION BOOTH UNITS TO THE PROJECT SITE SHALL BE DONE IN

STRICT COMPLIANCE WITH ALL APPLICABLE CODES, GUIDELINES AND REGULATIONS.

1.4 SUBMITTALS:

A. GENERAL: COORDINATE ALL SUBMITTAL DATA WITH ARCHITECT OF RECORD.

1. STRUCTURAL DESIGN AND CONSTRUCTION PLANS AND DETAILS FOR THE COMPLETE

CONTROL BOOTH UNIT WILL BE REQUIRED. DOCUMENTS SHALL INDICATE STRUCTURAL DESIGN

BY A LICENSED STRUCTURAL ENGINEER CURRENTLY QUALIFIED TO LEGALLY PRACTICE IN THE

REFERENCED STATE. THE STRUCTURAL ENGINEER’S REGISTRATION SEAL SHALL BE AFFIXED

TO ALL DRAWING SHEETS. INDICATE ALL DESIGN LOADING (VERTICAL AND LATERAL) ON THE

PLANS.

2. PROVIDE DRAWINGS, EQUIPMENT AND MATERIALS DATA FOR ELECTRICAL, PLUMBING AND

HVAC SYSTEM FOR ENGINEERS AND ARCHITECTS REVIEW AND APPROVAL.

3. PROVIDE MATERIAL DATA AND SHOP DRAWINGS, WHEN APPLICABLE FOR ALL

ARCHITECTURAL MATERIALS AND FINISHES.

1.5 COORDINATION:

A. COORDINATE ALL ASPECTS OF MANUFACTURING, DELIVERY, INSTALLATION AND FINAL

UTILITY CONNECTIONS AND TERMINATION WITH ALL REQUIRED SUB-CONTRACTOR AND

SUPPLIERS TO PROVIDE THE OWNER A SUBSTANTIALLY COMPLETED FACILITY READY FOR

IMMEDIATE OWNER OCCUPANCY FOR INTENDED USE.

1.6 MANUFACTURES:

A. MANUFACTURING FIRMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

1. KEYSTONE STRUCTURES, INC.

1.7 FABRICATION:

A. PROVIDE MODULAR BUILDING SYSTEM UTILIZING DESIGN CONCEPTS AND MATERIALS

DESCRIBED IN THE CONTRACT DOCUMENTS THAT INCLUDE, BUT ARE NOT LIMITED TO THE

FOLLOWING:

1. STRUCTURAL STEEL PERIMETER FRAME

2. GALVANIZED METAL ROOF DECKING

3. STRUCTURAL STEEL FRAMING

4. RIGID ROOF INSULATION BOARD.

PART 2 -PRODUCTS:

2.1 MANUFACTURERS:

A. SUBSTITUTES: SUBSTITUTE PRODUCTS AND MANUFACTURER'S WILL BE ACCEPTED WITH

APPROVAL BY THE PROJECT ARCHITECT.

2.2 PRODUCTS:

A. INSULATION: EXTRUDED-POLYSTYRENE BOARD INSULATION. PROVDIDE IN THE

THICKNESSES INDICATED ON THE DRAWINGS. COMPY WITH ASTM E 84, ASTM E 119 AND ASTM

E 136.

B. REMOVABLE RUBBER FLOOR MATTS: HEATTRAK WALKWAY MAT OR EQUAL.

1. HEATTRAK, WALKWAY MATS, 120V, CUSTOM SIZED TO FIT EACH SPACE WITHIN BOOTH. MAT

SHALL BE CONTINUOUS THROUGHOUT ENTIRE FLOOR SURFACE.

2. HEATTRAK SNOW MELTING MATS, WWW.HEATTRAK.COM

C. LINEAR METAL CEILING: HUNTER DOUGLAS, LUXALON SERIES. DEEP BOX 8 SYSTEM OR

EQUAL. 8" WIDTH.

D. ALUMINUM INVERTED LOUVERS: INDUSTRIAL LOUVER, INC. DELANO, MN 55328 OR EQUAL.

WWW.INDUSTRIALLOUVERS.COM. EXTRUDED INVERTED BLADE EQUIPMENT SCREEN, 4"

DEPTH, MODEL 450-XPI. COMPLY WITH THE FOLLOWING:

1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM), ASTM B209 - SPECIFICATION FOR

ALUMINUM AND ALUMINUM-ALLOY SHEET AND PLATE. ASTM B221 - SPECIFICATION FOR

ALUMINUM AND ALUMINUM-ALLOY EXTRUDED BARS, RODS, WIRE, SHAPES, AND TUBES.

2. AIR MOVEMENT AND CONTROL ASSOCIATION (AMCA), AMCA STANDARD 500 - TEST METHOD

FOR LOUVERS, DAMPERS, AND SHUTTERS. AMCA PUBLICATION 261 - DIRECTORY OF LICENSES

PRODUCTS, CURRENT EDITION.

3. SHEET METAL AND AIR CONDITION CONTRACTORS NATIONAL ASSOCIATION (SMACNA),

SMACNA - ARCHITECTURAL SHEET METAL MANUAL, CURRENT EDITION.

4. AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION (AAMA), AAMA STANDARD 605 -

VOLUNTARY SPECIFICATION FOR HIGH PERFORMANCE ORGANIC COATING ON ARCHITECTURAL

EXTRUSIONS AND PANELS.

E. ROOF MEMBRANE: DURO-LAST, SINGLE-PLY PVC ROOFING OR EQUAL. INSTALL AS PER

MANUFACTURER'S RECOMMENDATIONS.

F. GLAZING: BULLET RESISTANT. MUST COMPLY WITH ASTM F1233, CLASS III

POLYCARBONATE GLAZING.

G. STAINLESS STEEL INTERIOR WALL PANELS: 18 GAUGE, BRUSHED 304 STAINLESS STEEL.

INSTALL PANELS WITH HORIZONTALLY ORIENTED BRUSH PATTERN. MOUNT TO STEEL ANGLES

WITH 304 STAINLESS STEEL SQUARE HEAD TAPCON SCREWS AT 8" O.C. SEE INTERIOR

SECTIONAL ELEVATIONS FOR SCREW PATTERNS.

H. COUNTERTOPS, SPLASHES, DRAWERS AND BENCH SEATS: 14 GAUGE, 304 STAINLESS

STEEL WITH CONTINUOUSLY WELDED SEAMS. FABRICATE COUNTERS AS ONE MONOLITHIC

UNIT WITH INTEGRAL TURNED-DOWN EDGES.

1. PROVIDE MITERED AND WELDED UNITS AT ALL CORNERS, ONLY.

2. PROVIDE PRE-FABRICATED FULL-EXTENSION DRAWER UNITS FABRICATED OF STAINLESS

STEEL. DRAWER GUIDES SHALL HAVE 150# MINIMUM LOADING CAPACITY.

I. INTERIOR BLINDS: PROVIDE BLINDS FOR ALL GLAZING OPENINGS, INCLUDING GLAZING

OPENING BETWEEN DRIVER WAITING AND CONTROL ROOMS. BLINDS SHALL BE FULL HEIGHT

AND WIDTH OF GLAZING DIMENSIONS INDICATED ON THE DRAWINGS.

1. HUNTER-DOUGLAS, ROLLER SHADE FR, SHEERWEAVE 7100 ROLLER SHADE OR EQUAL.

2. PVC COATED FIBERGLASS LAMINATED WITH 2-PLY 100% BLACKOUT FILM.

3. MEET OR EXCEED FEDERAL FR SPECIFICATION NFPA701 (SMALL SCALE)

D. ROOF VENTILATORS: SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR ROOF

VENTILATOR INFORMATION.

E. CONTINUOUS RIDGE VENTILATORS: NOT APPLICABLE.

F. WALL LOUVERS: SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR WALL LOUVER

INFORMATION.

2.9 FABRICATION:

A. GENERAL: DESIGN PREFABRICATED COMPONENTS AND NECESSARY FIELD

CONNECTIONS REQUIRED FOR ERECTION TO PERMIT EASY ASSEMBLY AND DISASSEMBLY.

1. FABRICATE COMPONENTS IN SUCH A MANNER THAT ONCE ASSEMBLED, THEY MAY BE

DISASSEMBLED, REPACKAGED, AND REASSEMBLED WITH A MINIMUM AMOUNT OF LABOR.

2. CLEARLY AND LEGIBLY MARK EACH PIECE AND PART OF THE ASSEMBLY TO CORRESPOND

WITH PREVIOUSLY PREPARED ERECTION DRAWINGS, DIAGRAMS, AND INSTRUCTION

MANUALS.

B. STRUCTURAL FRAMING: SHOP-FABRICATE FRAMING COMPONENTS TO INDICATED SIZE

AND SECTION WITH BASE PLATES, BEARING PLATES, AND OTHER PLATES REQUIRED FOR

ERECTION, WELDED IN PLACE. PROVIDE HOLES FOR ANCHORING OR CONNECTIONS

SHOP-DRILLED OR PUNCHED TO TEMPLATE DIMENSIONS.

1. SHOP CONNECTIONS: PROVIDE POWER RIVETED, BOLTED, OR WELDED SHOP

CONNECTIONS.

2. FIELD CONNECTIONS: PROVIDE BOLTED FIELD CONNECTIONS.

PART 3 - EXECUTION:

3.1 ERECTION:

A. FRAMING: ERECT FRAMING TRUE TO LINE, LEVEL, PLUMB, RIGID, AND SECURE. LEVEL

BASE PLATES TO A TRUE EVEN PLANE WITH FULL BEARING TO SUPPORTING STRUCTURES,

SET WITH DOUBLE-NUTTED ANCHOR BOLTS. USE A NONSHRINKING GROUT TO OBTAIN

UNIFORM BEARING AND TO MAINTAIN A LEVEL BASE LINE ELEVATION. MOIST CURE GROUT

FOR NOT LESS THAN 7 DAYS AFTER PLACEMENT.

B. PURLINS AND GIRTS: PROVIDE RAKE OR GABLE PURLINS WITH TIGHT-FITTING CLOSURE

CHANNELS AND FASCIAS. LOCATE AND SPACE WALL GIRTS TO SUIT DOOR AND WINDOW

ARRANGEMENTS AND HEIGHTS. SECURE PURLINS AND GIRTS TO STRUCTURAL FRAMING

AND HOLD RIGIDLY TO A STRAIGHT LINE BY SAG RODS.

C. BRACING: PROVIDE DIAGONAL ROD OR ANGLE BRACING IN ROOF AND SIDEWALLS AS

INDICATED.

1. MOVEMENT-RESISTING FRAMES MAY BE USED IN LIEU OF SIDEWALL ROD BRACING, TO

SUIT MANUFACTURER'S STANDARDS.

2. WHERE DIAPHRAGM STRENGTH OF ROOF OR WALL COVERING IS ADEQUATE TO RESIST

WIND FORCES, ROD OR ANGLE BRACING WILL NOT BE REQUIRED.

D. FRAMED OPENINGS: PROVIDE SHAPES OF PROPER DESIGN AND SIZE TO REINFORCE

OPENINGS AND TO CARRY LOADS AND VIBRATIONS IMPOSED, INCLUDING EQUIPMENT

FURNISHED UNDER MECHANICAL AND ELECTRICAL WORK. SECURELY ATTACH TO

BUILDING STRUCTURAL FRAME.

3.2 ROOFING AND SIDING:

A. GENERAL: ARRANGE AND NEST SIDELAP JOINTS SO PREVAILING WINDS BLOW OVER, NOT

INTO, LAPPED JOINTS. LAP RIBBED OR FLUTED SHEETS ONE FULL RIB CORRUGATION.

APPLY PANELS AND ASSOCIATED ITEMS FOR NEAT AND WEATHERTIGHT ENCLOSURE. AVOID

"PANEL CREEP" OR APPLICATION NOT TRUE TO LINE. PROTECT FACTORY FINISHES FROM

DAMAGE.

1. FIELD CUTTING OF EXTERIOR PANELS BY TORCH IS NOT PERMITTED.

2. PROVIDE WEATHERSEAL UNDER RIDGE CAP. FLASH AND SEAL ROOF PANELS AT EAVE

AND RAKE WITH RUBBER, NEOPRENE, OR OTHER CLOSURES TO EXCLUDE WEATHER.

B. ROOF SHEETS: PROVIDE SEALANT TAPE AT LAPPED JOINTS OF RIBBED OR FLUTED ROOF

SHEETS AND BETWEEN ROOF SHEETS AND PROTRUDING EQUIPMENT, VENTS, AND

ACCESSORIES.

1. APPLY A CONTINUOUS RIBBON OF SEALANT TAPE TO CLEAN, DRY SURFACE OF THE

WEATHER SIDE OF FASTENINGS ON END LAPS, AND ON SIDE LAPS OF CORRUGATED

NESTING-TYPE, RIBBED, OR FLUTED PANELS AND ELSEWHERE AS NEEDED TO MAKE ROOF

SHEETS WEATHERPROOF TO DRIVING RAINS.

C. WALL SHEETS: APPLY ELASTOMERIC SEALANT CONTINUOUSLY BETWEEN METAL BASE

CHANNEL (SILL ANGLE) AND CONCRETE AND ELSEWHERE AS NECESSARY FOR

WATERPROOFING. HANDLE AND APPLY SEALANT AND BACKUP IN ACCORDANCE WITH THE

SEALANT MANUFACTURER'S RECOMMENDATIONS.

1. ALIGN BOTTOM OF WALL PANELS AND FASTEN PANELS WITH BLIND RIVETS, BOLTS, OR

SELF-TAPPING SCREWS. FASTEN FLASHINGS AND TRIM AROUND OPENINGS AND SIMILAR

ELEMENTS WITH SELF-TAPPING SCREWS. FASTEN WINDOW AND DOOR FRAMES WITH

MACHINE SCREWS OR BOLTS. WHEN BUILDING HEIGHT REQUIRES TWO ROWS OF PANELS

AT GABLE ENDS, ALIGN LAP OF GABLE PANELS OVER WALL PANELS AT EAVE HEIGHT.

2. INSTALL SCREW FASTENERS WITH POWER TOOLS HAVING CONTROLLED TORQUE

ADJUSTED TO COMPRESS NEOPRENE WASHER TIGHTLY WITHOUT DAMAGE TO WASHER,

SCREW THREADS, OR PANELS. INSTALL SCREWS IN PREDRILLED HOLES.

3. PROVIDE WEATHERPROOF ESCUTCHEONS FOR PIPE AND CONDUIT PENETRATING

EXTERIOR WALLS.

D. SHEET METAL ACCESSORIES: INSTALL GUTTERS, DOWNSPOUTS, VENTILATORS,

LOUVERS, AND OTHER SHEET METAL ACCESSORIES IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS FOR POSITIVE ANCHORAGE TO BUILDING AND

WEATHERTIGHT MOUNTING. ADJUST OPERATING MECHANISM FOR PRECISE OPERATION.

E. HOLLOW METAL DOORS AND FRAMES: INSTALL DOORS AND FRAMES STRAIGHT, PLUMB,

AND LEVEL. SECURELY ANCHOR FRAMES TO BUILDING STRUCTURE. SET UNITS WITH 1/8-

INCH MAXIMUM CLEARANCE BETWEEN DOOR AND FRAME AT JAMBS AND HEAD AND 3/4-

INCH MAXIMUM BETWEEN DOOR AND FLOOR. ADJUST HARDWARE FOR PROPER

OPERATION.

F. OVERHEAD COILING DOORS: SET DOORS AND OPERATING EQUIPMENT COMPLETE WITH

NECESSARY HARDWARE, JAMB AND HEAD MOLD STOPS, ANCHORS, INSERTS, HANGERS,

AND EQUIPMENT SUPPORTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

ADJUST MOVING HARDWARE FOR PROPER OPERATION.

G. WINDOWS: ANCHOR WINDOWS SECURELY IN PLACE. SEAL PERIMETER OF EACH UNIT

WITH THE ELASTOMERIC SEALANT USED FOR PANELS. ADJUST AND LUBRICATE OPERATING

SASH AND HARDWARE FOR PROPER OPERATION. CLEAN SURFACES OF WINDOW UNITS.

MOUNT SCREENS DIRECT TO FRAMES WITH TAPPED SCREW CLIPS.

H. THERMAL INSULATION: INSTALL INSULATION CONCURRENTLY WITH INSTALLATION OF

ROOF PANELS IN ACCORDANCE WITH…