1170188_Security Forces and Communications Training Facility Specifications VOL2.pdf

PDF 3 MB Posted

Attached to
Construct Security Forces & Communications Training Facility Federal contract opportunity
Solicitation number
W50S8E23B0002
Issued by
Department of the Army New York Army National Guard

About this file

This solicitation is for the construction of a Security Forces and Communications Training Facility project at the 106th Rescue Wing in Westhampton Beach, New York. The project magnitude is between $10 million and $25 million. Offerors must attend a pre-bid site visit. The solicitation will be posted on SAM.gov and amendments will be posted there as well. A bid bond must be submitted with any offer. Award will be made based on price to the responsible small business bidder whose offer conforms to the solicitation. The North American Industry Classification System code is 236220 and the small business size standard is average annual revenue of $45 million for the past three years. No award will be made until funds are appropriated.

View the file

Other files for this federal contract opportunity

Other files attached to Construct Security Forces & Communications Training Facility, newest first.
File Type Posted
Abstract OF1419 Signed.pdf PDF
Bid Opening Attendance Sheet.pdf PDF
Questions and Answers 8 June 23.pdf PDF
Questions and Answers 5 June 23.pdf PDF
W50S8E23B00020004.pdf PDF
09 67 23.13 Standard Resinous Flooring.pdf PDF
ELEC ADDENDUM 001.pdf PDF
TELECOMM ADDENDUM 001.pdf PDF
26 12 19 33 71 02 33 82 00 specifications.pdf PDF
Geotechnical Report.pdf PDF
W50S8E23B00020003.pdf PDF
W50S8E23B00020002.pdf PDF
PREBID Conference Slides.pptx PPTX presentation
Site Visit Attendee List W50S8E23B0002.jpg JPG image
W50S8E23B00020001.pdf PDF
W50S8E23B0002 Solicitation.pdf PDF
1170188_Security Forces and Communications Training Facility Specifications VOL1.pdf PDF
Show all 17

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Type B-3 Submittal

Specifications Vol 2 of 2

Security Forces and Communications Training Facility Francis S. Gabreski ANGB, Westhampton Beach, NY

WKVB109058

W9133L-15-D-0001-D211

Prepared For:

Prepared By:

3500 Parkway Lane, Suite 500

Peachtree Corners, Georgia 30092 678.336.7740 www.pondco.com

31 March 2023 Pond Project No. 1170188

106th Rescue Wing Francis S. Gabreski ANGB

Westhampton Beach, NY

Replace Security Forces and Communications Facility WKVB109058

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 13 COMMISSIONING

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

PROJECT TABLE OF CONTENTS Page 1

07 27 36 SPRAY FOAM AIR BARRIERS

07 42 15 ALUMINUM SCREEN WALL, SOFFITS AND ACCESSORIES

07 42 63 COMPOSITE ALUMINUM PANEL ASSEMBLIES

07 54 23 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 22 19 DEMOUNTABLE AND MOVABLE PARTITIONS

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 73 00 PRE-MANUFACTURED ALUMINUM CANOPIES

10 74 00 ALUMINUM SUNSHADE DEVICES

DI VI SI ON 11 - EQUI PMENT

11 81 29 FACILITY FALL PROTECTION

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WINDOW SHADES

12 93 00 SITE FURNISHINGS

PROJECT TABLE OF CONTENTS Page 2

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 08 00 COMMISSIONING OF PLUMBING SYSTEMS

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00 COMMISSIONING OF HVAC

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 23 00 REFRIGERANT PIPING

23 30 00 HVAC AIR DISTRIBUTION

23 52 00 HEATING BOILERS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 23 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 00.00 20 TERMINAL HEATING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS FOR

HVAC SYSTEMS

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS FIRE

ALARM/MASS NOTIFICATION SYSTEM

25 08 00 COMMISSIONING OF INTEGRATED AUTOMATION

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END AND

INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 13.43 TELEVISION DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

PROJECT TABLE OF CONTENTS Page 3

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 31 16.13 CHEMICAL TERMITE CONTROL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 AGGREGATE BASE COURSE FOR FLEXIBLE PAVING

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 16 19 CONCRETE CURBS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORMWATER UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION 10 44 16

FIRE EXTINGUISHERS

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM E814 (2013a; R 2017) Standard Test Method for Fire Tests of Penetration Firestop Systems

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1 (2021) Fire Code

NFPA 10 (2022; ERTA 1 2021) Standard for Portable Fire Extinguishers

NFPA 101 (2021) Life Safety Code

NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition Operations

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

29 CFR 1910.157 (2003) Portable Fire Extinguishers

UNDERWRITERS LABORATORIES (UL)

UL 299 (2012; May 2021) Dry Chemical Fire Extinguishers

UL 2129 (2017; Reprint Apr 2021) UL Standard for Safety Halocarbon Clean Agent Fire Extinguishers

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Fire Extinguishers ; G

Accessories ; G

SECTION 10 44 16 Page 1

Cabinets ; G

Schedule ; G

SD-03 Product Data

Fire Extinguishers ; G

Accessories ; G

Cabinets ; G

Replacement Parts List ; G

SD-07 Certificates

Fire Extinguishers Certifications ; G

Manufacturer's Warranty with Inspection Tag ; G

1.3 DELIVERY, STORAGE, AND HANDLING

Protect materials from weather, soil, and damage during delivery, storage, and construction.

Deliver materials in their original packages, containers, or bundles bearing the brand name and the name and type of the material.

1.4 WARRANTY

Guarantee that Fire Extinguishers are free of defects in materials, fabrication, finish, and installation and that they will remain so for a period of not less than 6 years after completion.

Submit the manufacturer's warranty with inspection tag .

1.5 PROJECT SCHEDULE

For fire extinguishers. Coordinate final fire extinguisher schedule with fire protection cabinet schedule to ensure proper fit and function. Use same designations indicated on Drawings.

PART 2 PRODUCTS

Submit fabrication drawings consisting of fabrication and assembly details performed in the factory and product data for the following items: Fire Extinguishers; Accessories , cabinets , Wall Brackets.

2.1 SYSTEM DESCRIPTION

2.1.1 Types

Submit fire extinguishers certifications showing compliance with local codes and regulations.

Provide fire extinguishers conforming to NFPA 10 . Provide quantity and placement in compliance with the applicable sections of NFPA 1, NFPA 101 , NFPA 241 , and 29 CFR 1910.157 .

SECTION 10 44 16 Page 2

Provide dry chemical type fire extinguishers compliant with UL 299 .

Provide clean agent type fire extinguishers compliant with UL 2129 .

2.1.2 Material

Provide enameled steel extinguisher shell.

2.1.3 Size

10 pounds extinguishers.

2.1.4 Accessories

Forged brass valve

Safety release

Pressure gage

2.2 EQUIPMENT

2.2.1 Cabinets

2.2.1.1 Material

Provide enameled steel cabinets.

2.2.1.2 Type

Provide recessed type cabinets.

Provide a fire rated cabinet, listed and labeled to comply with ASTM E814 for fire resistance wall rating where applicable .

2.2.1.3 Size

Dimension cabinets to accommodate the specified fire extinguishers.

PART 3 EXECUTION

3.1 INSTALLATION

Install Fire Extinguishers where indicated on the drawings. Verify exact locations prior to installation.

Provide extinguishers which are fully charged and ready for operation upon installation. Provide extinguishers complete with Manufacturer's Warranty with Inspection Tag attached.

Install fire extinguishers in locations indicated and in compliance with requirements of authorities having jurisdiction.

Comply with the manufacturer's recommendations for all installations.

SECTION 10 44 16 Page 3

3.2 PROTECTION

3.2.1 Repairing

Remove and replace damaged and unacceptable portions of completed work with new work at no additional cost to the Government.

Submit replacement parts list indicating specified items replacement part, replacement cost, and name, address and contact for replacement parts distributor.

3.2.2 Cleaning

Clean all surfaces of the work, and adjacent surfaces which are soiled as a result of the work. Remove from the site all construction equipment, tools, surplus materials and rubbish resulting from the work.

-- End of Section --

SECTION 10 44 16 Page 4

SECTION 10 51 13

METAL LOCKERS

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A1008/A1008M (2016) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A568/A568M (2015) Standard Specifications for Steel, Sheet, Carbon, Structural, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, General Requirements for

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS AA-L-00486 (Rev J) Lockers, Clothing, Steel

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval.for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Types ; G

Location ; G

Installation

Numbering system

SD-03 Product Data

Material

Locking Devices

Lock Control Chart

SECTION 10 51 13 Page 1

Handles

Finish

Locker components

Assembly instructions

SD-04 Samples

Color chips ; G

1.3 DELIVERY, HANDLING, AND STORAGE

Deliver lockers and associated materials in their original packages, containers, or bundles bearing the manufacturer's name and the name of the material. Protect from weather, soil, and damage during delivery, storage, and construction.

1.4 FIELD MEASUREMENTS

To ensure proper fits, make field measurements prior to the preparation of drawings and fabrication. Verify correct location

1.5 QUALITY ASSURANCE

1.5.1 Color Chips

Provide a minimum of three color chips, not less than 3 inches square, of each color indicated.

Government may request performance-characteristic tests on assembled lockers. Tests and results must conform to FS AA-L-00486 . Lockers not conforming will be rejected.

PART 2 PRODUCTS

2.1 TYPES

Locker must have the following type and size in the location and quantities indicated. Locker finish colors will be as scheduled.

2.1.1 Double-Tier and TaskForce XM Emergency Locker

Double-tier lockers must be as follows:

Type DTL-1: Double-tier locker 15 inches wide, 15 inches deep, and 72 inches high, attached to 6-inch high legs .

Type: TaskForce XP Emergency Locker; Hallowell, HERL442-1SL-B-G-HG 24 inches Wide x 24 inches Deep x 72 inches High with drawer base/bench.

2.2 MATERIAL

2.2.1 Galvanized Steel Sheet

ASTM A1008/A1008M ASTM A568/A568M , commercial quality, minimized spangle material. Prepare material surfaces for baked enamel finishing in

SECTION 10 51 13 Page 2 accordance with FS AA-L-00486 . Fabricate locker bodies from not less than 0.0239-inch thick steel sheet.

2.2.2 Finish

2.2.2.1 Color

As selected.

2.3 COMPONENTS

2.3.1 Built-In Locks

FS AA-L-00486 . Provide locking devices as built-in combination locks and a padlock eye in the door latching mechanism.Submit Lock Control Chart showing each lock required for the project, the locker identification plate number, and the lock combination.

2.3.2 Coat Hooks

FS AA-L-00486 , zinc plated.

2.3.3 Hanger Rods

FS AA-L-00486 .

2.3.4 Door Handles

FS AA-L-00486 . Provide zinc alloy or steel handles with a chromium coating.

2.3.5 Doors

FS AA-L-00486 , not less than 0.0598 inch thick steel sheet.

2.3.5.1 Hinges

In addition to the requirements of FS AA-L-00486 , provide 5-knuckle hinges, minimum 2 inches high. Fabricate knuckle hinges from not less than

0.0787 inch thick steel sheet. A full height piano hinge may be provided if standard with the manufacturer. Weld or bolt hinges to the door frame. Weld, bolt, or rivet hinges to the door.

2.3.5.2 Latching Mechanisms

FS AA-L-00486 .

2.3.6 Latch Strikes

FS AA-L-00486 . Fabricate from not less than 0.0787 inch thick steel sheet, except latch strike may be continuous from top to bottom and fabricated as part of the door framing.

2.3.7 Silencers

FS AA-L-00486 .

SECTION 10 51 13 Page 3

2.3.8 Back and Side Panels, Tops, and Bottoms

FS AA-L-00486 , not less than 0.0474 inch thick steel sheet.

2.3.9 Sloping Locker Tops

Provide sloping locker tops in addition to the locker-section flat tops.

Sloping tops must be continuous in length. Provide fillers or closures at the exposed end of sloping tops. Fabricate sloping tops from not less than 0.0478-inch thick steel sheet.

2.3.10 Legs

FS AA-L-00486 .

2.3.11 Number Plates

FS AA-L-00486 . Aluminum. Provide consecutive numbers from 100 .

2.3.12 Fastening Devices

Provide bolts, nuts, and rivets as specified in FS AA-L-00486 .

PART 3 EXECUTION

3.1 ASSEMBLY AND INSTALLATION

Assemble lockers according to the locker manufacturer's instructions.

Align lockers horizontally and vertically. Secure lockers to wall and base with screws as indicated. Bolt adjacent lockers together. Adjust doors to operate freely without sticking or binding and to ensure they close tightly.

3.2 NUMBERING SYSTEM

Install number plates on lockers consecutively with odd numbers on top and even numbers on bottom.

3.3 FIELD QUALITY CONTROL

3.3.1 Testing

Government may request performance-characteristic tests on assembled lockers in accordance with FS AA-L-00486 . Lockers not conforming will be rejected.

3.3.2 Repairing

Remove and replace damaged and unacceptable portions of completed work with new.

3.3.3 Cleaning

Clean surfaces of the work, and adjacent surfaces soiled as a result of the work, in an approved manner. Remove equipment, surplus materials, and rubbish from the site.

SECTION 10 51 13 Page 4

SECTION 10 51 13 Page 5

SECTION 10 51 13 Page 6

SECTION 10 73 00

PRE-MANUFACTURED ALUMINUM CANOPIES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: Design, fabrication, and installation of aluminum walkway hangar rod supported canopy systems.

B. Products Furnished but not Installed Under this Section: Column sleeves (Styrofoam blockouts) or anchor bolts.

1.2 REFERENCES

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

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Change 2010; Change 2011; Errata 2011; Change 2011) Minimum Design Loads for Buildings and Other Structures

ASTM INTERNATIONAL (ASTM)

ASTM B221 (2012) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B221 (2013) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

1.3 SYSTEM DESCRIPTION

A. Design Requirements:

1. Design Canopies in accordance with The Aluminum Design Manual 2000.

2. Comply with the wind requirements of ASCE 7 and structural loads as indicated in the drawings.

3. Provide an all extruded aluminum system complete with internal drainage.

1.4 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-03 Product Data ; G

Manufacturer's product information, specifications, and installation instructions for walkway cover components and accessories.

SECTION 10 73 00 Page 1

SD-04 Samples

1. Selection: Manufacturer's full range of colors for the finishes selected.

2. Verification: 3-inch square samples of each finish selected on the substrate specified.

SD-05 Design Data

Design calculations bearing the seal of a Registered Professional Engineer, licensed in the state where the project is located.

Design calculations shall state that the canopy r system design complies with the wind requirements of ASCE 7, the stability criteria of applicable building code, and all other governing criteria.

SD-06 Test Reports

Include plan dimensions, elevations, and details.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: At least ten years experience in the design, fabrication, and erection of extruded aluminum canopy systems.

B. Installer Qualifications: Canopies shall be installed by manufacturer or installer that is approved by the manufacturer .

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. The basis design is hangar rod supported canopy with Super Lumideck with Flat Soffit as manufactured by: Mapes Architectural Canopies Inc.

other products that meet this specification and as approved by the Contracting Officer's Representative will be acceptable.

2.2 MATERIALS

A. Aluminum Members: Extruded aluminum, ASTM B221, 6063 alloy, T6 temper.

B. Fasteners: Aluminum, 1808 stainless steel, or 300 series stainless steel.

C. Decking-interlocking roll-form 3" extruded flat soffit decking (0. 78" aluminum).

D. Fascia shall be standard 8" extruded J style.

2.3 FABRICATION

A. General:

1. Shop Assembly: Assemble components prior to delivery to greatest extent possible to minimize field assembly.

2. Welding: In accordance with ANSI/AWS D1.2 .

3. Bent Construction: Factory weld beams with neatly mitered corners to form one-piece rigid bents. Make welds smooth and uniform. Grind welds only where interfering with adjoining structure to allow for flush connection. Field welding is not

SECTION 10 73 00 Page 2 permitted.

4. Deck Construction: Fabricate from extruded modules that interlock in a self-flashing manner. Positively fasten interlocking joints creating a momolithic structural unit capable of developing the full strength of the sections. Assemble deck with sufficient camber to offset dead load deflection.

B. Beams: Provide open-top tubular extrusion, top edges thickened for strength and designed to receive deck members in self-flashing manner.

Provide structural ties in tops of all beams.

C. Deck: Extruded self-flashing sections interlocking into a composite unit. Provide welded plate closures at deck ends.

E. Fascia: Manufacturer's standard shape.

F. Factory Finishing: Two-coat fluoropolymer. System established by the AAMA for designating aluminum finishes.

G. Hanger Assemblies: Provide extruded aluminum hanger rods in manufacturer's standard shapes and sized to meet the loads seen by canopy.

H. Provide concealed drainage system water shall drain from covered surfaces into intermediate trough and be directed in front scupper.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Verify that all , masonry, and structural framing i s complete prior to installation of the canopy system.

3.2 ERECTION

A. Erect canopy system true to line, level, and plumb.

B. Provide hairline miters and fitted joints.

3.3 CLEANING

A. Clean all protective cover components promptly after installation.

3.4 PROTECTION

A. Protect materials during and after installation.

SECTION 10 73 00 Page 3

SECTION 10 73 00 Page 4

SECTION 10 74 00

ALUMINUM SUNSHADE DEVICES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: Design, fabrication, and installation of aluminum sunshade systems.

1.2 REFERENCES

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

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Change 2010; Change 2011; Errata 2011; Change 2011) Minimum Design Loads for Buildings and Other Structures

1.3 SYSTEM DESCRIPTION

A. Design Requirements:

1. Design sunshade devices in accordance with The Aluminum Design Manual 2000.

2. Comply with the wind requirements of ASCE 7 and structural loads as indicated in the drawings.

1.4 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 ; G

Include elevations, sections and specific details for each sunshade. Show anchorage details and connections for all component parts. Include signed and sealed structural calculations.

SD-03 Product Data ; G

Manufacturer's product information, specifications, and installation instructions for sunshade device components and accessories.

SD-04 Samples

1. Selection: Manufacturer's full range of colors for the finishes selected.

2. Verification: 3-inch square samples of each finish selected on

SECTION 10 74 00 Page 1 the substrate specified.

SD-05 Design Data

Design calculations bearing the seal of a Registered Professional Engineer, licensed in the state where the project is located.

Design calculations shall state that the sunshade device system design complies with the wind requirements of ASCE 7, the stability criteria of applicable building code, and all other governing criteria.

SD-06 Test Reports

Include plan dimensions, elevations, and details.

SD-11 Closeout Submittals

Warranty

Provide written warranty or warranties to the owner that all products will be free of defective materials or workmanship for a period of one year from date of installation. Provide manufacturer's twenty (20) year warranty for finish for gloss and color retention

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: At least ten years experience in the design, fabrication, and erection of aluminum sunshade device systems.

B. Installer Qualifications: Sunshade devices shall be installed by manufacturer or installer that is approved by the manufacturer .

C. Design sunshades to accommodate local requirements for snow and wind loading. Provide engineering calculations to support design.

Calculations to be by a registered engineer licensed in the state the project is located. Analysis to include all components of sunshade including but not limited to deflection of blades, outriggers and fascia. Deflection to be limited to L/120, ¾'', or as required by code. Professional Engineer Requirements: Drawings and structural calculations to be signed and sealed by a professional engineer licensed to practice in the project state.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. The basis of design is Cantilever Airfoil Sunshade System, model number 100-3C-7 as manufactured by Construction Special Products by other manufacturers that meet the requirements of this specification, and as approved by Contracting Officer will be acceptable.

2.2 MATERIALS

A. Aluminum Members: Extruded aluminum, ASTM B221, alloy 6063.

B. Fasteners: Aluminum, 1808 stainless steel, or 300 series stainless steel.

SECTION 10 74 00 Page 2

C. Anchors and Inserts: Use non-ferrous metal or hot dip galvanized anchors and inserts for installation and elsewhere as required for corrosion resistance. Use stainless steel or lead expansion bolt devices for drill in place anchors. Furnish inserts, as required, to be set into concrete or masonry work.

D. Outriggers: 1/4'' custom profile flat aluminum plate members, cut to match blade profile exactly.

E. Blades: 8'' high, long span, extruded aluminum airfoil design. Blades shall be factory assembled to outriggers using stainless steel, type F, thread cutting screws through internal screw slots in blades.

Welding is not acceptable. Blades to be mechanically secured to allow for replacement in case of damage. Fasteners to be hex head.

F. Fascia: 8" aluminum fascia.

G. Mounting Bracket: 8' interlocking outriggers to be attached to 8" aluminum box casting.

2.3 FABRICATION

A. General:

1. Shop Assembly: Assemble components prior to delivery to greatest extent possible to minimize field assembly.

2.4 FINISHES

A. General: Comply with NAAMM "Metal Finishes Manual" for finish designations and application recommendations, except as otherwise indicated. Apply finishes in factory. Protect finishes on exposed surfaces prior to shipment. Remove scratches and blemishes from exposed surfaces that will be visible after completing finishing process. Provide color as indicated or, if not otherwise indicated, as selected by Contracting Officer.

B. 100% Fluoropolymer Resin Powder Coat System complying with AAMA-2605-5 standards for gloss and color retention. Finish thickness to be 1.5 to 3.0 mils.

1. Finish to allow zero VOCs to be emitted into facility of application or at job site.

2. Finish to adhere to a 4H Hardness rating.

3. Furnish manufacturer's twenty (20) year warranty for finish for gloss and color retention.

OR

B. Two Coat Fluorocarbon Coating

1. Sunshades to be finished with a minimum 1.0 mil (0.025mm) thick full strength 70% resin, 2 coat Fluoropolymer system.

2. All aluminum shall be thoroughly cleaned, etched and given a chromated conversion pre-treatment before application of the MICA

SECTION 10 74 00 Page 3

II coating. The coating shall consist of a primer and a pearlescent pigmented PFV2 topcoat. It shall receive a bake cycle of 17 minutes at 450°F. All finishing procedures shall be one continuous operation in the plant of the manufacturer.

3. Manufacturer to furnish an extended 20 year limited warranty for the coating. This limited warranty shall begin on the date of material shipment.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Verify that all, masonry, and structural framing is complete prior to installation of the canopy system.

3.2 ERECTION

A. Comply with manufacturers's instructions and recommendations for installation of the Work.

B. Erect sunshade devices true to line, level, and plumb.

C. Provide hairline miters and fitted joints.

3.3 CLEANING AND REPAIR

A. Clean all components promptly after installation. Remove and replace any components damaged during installation

3.4 PROTECTION

A. Protect materials during and after installation.

SECTION 10 74 00 Page 4

SECTION 11 81 29

FACILITY FALL PROTECTION

PART 1 GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

a. Section includes fall-protection equipment including:

1. Axis anchors.

b. Related Requirements:

1. Section 055000 "Metal Fabrications" for miscellaneous metal fabrications.

2. Section 076200 "Sheet Metal Flashing and Trim" for flashing and trim components.

1.3 PREINSTALLATION MEETINGS

Preinstallation Conference: Conduct conference at Project site.

1.4 ACTION SUBMITTALS

a. Product Data: For each type of product.

1. Include manufacturer's data and product information indicating descriptions, material, dimensions, capacities, and test certifications for fall-protection equipment.

b. Shop Drawings:

1. Include plans, elevations, sections, and attachment details.

Including coordination drawings by roof manufacturer.

2. Include details of equipment assemblies.

3. Include layout drawings for each system in relation to the supporting structure. Indicate locations of components.

c. Samples: For each type of fall-protection equipment specified.

d. Product Schedule: For fall-protection equipment. Use same designations indicated on Drawings.

e. Delegated-Design Submittal: For fall-protection equipment.

SECTION 11 81 29 Page 1

1.5 INFORMATIONAL SUBMITTALS

a. Qualification Data: For Installer.

1. Provide certified proof of Installer's approval by manufacturer.

b. Product Certificates: For each type of fall-protection equipment indicating manufacturer's batch number on each individual component used in systems specified.

c. Material Test Reports: For each, by a qualified testing agency.

d. Product Test Reports: For each stanchion anchor, for tests performed by manufacturer and witnessed by a qualified testing agency.

e. Sample Warranty: For manufacturer's special warranty.

1.6 CLOSEOUT SUBMITTALS

a. Operation and Maintenance Data: For fall-protection equipment to include the following:

1. Parts lists and maintenance requirements.

2. Proper use of equipment for safe operation.

3. Manufacturer's catalog data indicating sizes, descriptions, capacities, and test certifications.

b. Record Documentation: Include Record Drawings in the operation and maintenance manual.

1.7 QUALITY ASSURANCE

a. Manufacturer Qualifications:

b. Installer Qualifications: An entity that employs installers and supervisors who are authorized, trained, and certified by manufacturer.

c. Engineer for Delegated-Design Qualifications: Structural engineer licensed in the jurisdiction and experienced in engineering fall-protection systems.

1.8 DELIVERY, STORAGE, AND HANDLING

a. Deliver materials in manufacturer's original unopened packaging.

b. Store materials in original protective packaging.

c. Protect from soiling, moisture, and physical damage.

1.9 FIELD CONDITIONS

a. Coordinate layout and installation of framing and reinforcements for fall-protection equipment.

b. Maintain environmental conditions within limits recommended by manufacturer. Do not install products under environmental conditions outside manufacturer's recommended limits.

SECTION 11 81 29 Page 2

1.10 WARRANTY

a. Manufacturer's Warranty: Manufacturer agrees to repair or replace components of fall-protection equipment that fail(s) in materials or workmanship within specified warranty period.

1. Warranty Period: 10 ten year(s) from date of Substantial Completion.

PART 2 PRODUCTS

2.1 MANUFACTURERS

Source Limitations: Obtain each type of fall-protection equipment from single source from single manufacturer.

2.2 DESCRIPTION

Regulatory Requirements: Products to meet or exceed OSHA and ASME A 120.1, as tested and certified by professional engineer.

2.3 PERFORMANCE REQUIREMENTS

a. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000 "Quality Requirements," to design fall-protection systems.

b. Capacities and Characteristics:

1. Capable of sustaining a maximum fall-arresting force of 1800 lbf (8007 N) when wearing a body harness with a factor of two without any permanent deformation and to 5000 lbf (22 241 N) against fracture or detachment.

2.4 AXIS ANCHOR DEVICES

a. Stanchion Anchors:

1. Basis-of-Design Product: Subject to compliance with requirements, provide Rooftop Anchor, Inc.: Roof axis anchor or comparable product by one of the following:

a. Roof Top Anchor; Axis Anchor Products.

2. Attachment Method: Bolt through.

3. Rooftop Anchor Height: 18 inches.

4. Wall-Anchor Bolt Quantity: Four.

5. Working Load: 1250 lb.

6. Ultimate Load: 5000 lb.

7. Reinforcement: "W" Flange Framing.

SECTION 11 81 29 Page 3

PART 3 EXECUTION

3.1 EXAMINATION

a. Examine areas and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

b. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

Coordinate location of fall-protection equipment indicated to be attached to structural substrate or surface of roofing system, and furnish anchoring devices with templates and diagrams.

3.3 INSTALLATION

a. Install according to approved Shop Drawings and manufacturer's instructions. Coordinate with work of other trades.

b. Install anchorage and fasteners in accordance with manufacturer's recommendations to obtain the allowable working loads published in the product literature and in accordance with this specification.

c. Exposed work shall be true to line and level with accurate angles, surfaces, and with straight square edges. Coordinate anchorage system with supporting structure.

d. Do not load or stress system until materials and fasteners are properly installed and ready for service.

3.4 FIELD QUALITY CONTROL

a. Manufacturer's Field Service: Engage a factory-certified installer to inspect components, assemblies, and equipment installations, including connections.

b. Ensure that system components operate as specified.

3.5 ADJUSTING

Adjust fall-protection components to function smoothly and safely.

3.6 CLEANING

Clean components of any deleterious coatings or compounds. Remove loose materials, crating, and packing materials from Project site.

3.7 DEMONSTRATION

a. Engage a factory-authorized service representative to demonstrate operation of system to Owner's maintenance personnel.

1. Describe function, operation, and maintenance of each component.

SECTION 11 81 29 Page 4

3.8 TRAINING

a. Engage a factory-authorized service representative to train Owner's maintenance personnel on operation and maintenance of system.

1. Provide minimum of two hours of training.

2. Provide training at fall-protection installation site.

3. Training to take place at the completion of the installation.

3.9 MAINTENANCE

OSHA and ANSI/IWCA I 14.1 require that anchors first be certified and subsequently inspected on an annual basis. Coordinate with the manufacturer and local inspectors as required to maintain compliance.

SECTION 11 81 29 Page 5

SECTION 11 81 29 Page 6

SECTION 12 24 13

ROLLER WINDOW SHADES

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

Provide roller window shades, complete with necessary brackets, fittings, and hardware as indicated on Architectural Drawings . Mount and operate equipment in accordance with manufacturer's instructions. Windows to receive a shade must be completely covered.

a. Submit drawings showing plans, elevations, sections, product details, installation details, operational clearances, wiring diagrams and relationship to adjacent work. Include the use of same room designations as indicated on the drawings.

b. Provide manufacturer's data composed of catalog cuts, brochures, product information, and operating and maintenance instructions on each product to be used. Include styles, profiles and features.

c. Furnish samples of each type and color of roller shade fabric and roller shade channel. Shade material shall be minimum 6 by 6 inch in size. Mark face of material to indicate interior faces.

d. Submit fire resistance data, flame spread and smoke contribution data.

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 basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM G21 (2015) Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 701 (2015) Standard Methods of Fire Tests for Flame Propagation of Textiles and Films

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SCS Global Services (SCS)Indoor Advantage

UNDERWRITERS LABORATORIES (UL)

UL 2818 (2013) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings

UL 325 (2017) UL Standard for Safety Door, SECTION 12 24 13 Page 1

Drapery, Gate, Louver, and Window Operators and Systems

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES

SD-02 Shop Drawings

Installation ; G

SD-03 Product Data

Window Shades ; G

SD-04 Samples

Window Shades ; G

SD-06 Test Reports

Window Shades

SD-07 Certificates

Indoor Air Quality

SD-08 Manufacturer's Instructions

Window Shades

SD-10 Operation and Maintenance Data

Window Shades

SD-11 Closeout Submittals

Recycled Content for various fiber components ; S

Indoor Air Quality for roller window shades ; S

Warranty ; G

1.4 CERTIFICATES

1.4.1 Indoor Air Quality Certifications

1.4.1.1 Roller Window Shades

Provide products certified to meet indoor air quality requirements by UL 2818 (Greenguard), SCS Global Services Indoor Advantage Gold or provide validation by other third-party program that products meet the

SECTION 12 24 13 Page 2 requirements of this paragraph.

1.5 QUALITY ASSURANCE

1.5.1 Qualifications

1.5.1.1 Manufacturer's Qualifications

Obtain motor-controlled roller shades through one source from a single manufacturer with a minimum of twenty years experience and minimum of three projects of similar scope and size in manufacturing products comparable to those specified in this section.

1.5.1.2 Installer's Qualifications

Installer trained and certified by the manufacturer with a minimum of ten years experience in installing products comparable to those specified in this section.

1.5.2 Flammability Requirements

Passes in accordance with NFPA 701 small and large-scale vertical burn.

Materials tested must be identical to products proposed for use.

1.5.3 Electrical Requirements

NFPA Article 100 listed and labeled in accordance with UL 325 or other testing agency acceptable to authorities having jurisdiction, marked for intended use, and tested as a system. Individual testing of components will not be acceptable in lieu of system testing.

1.5.4 Anti-Microbial Requirements

'No Growth' per ASTM G21 results for fungi ATCC9642, ATCC 9644, ATCC9645.

1.6 DELIVERY, STORAGE, AND HANDLING

Deliver components to the jobsite in the manufacturer's original packaging with the brand or company name, item identification, and project reference clearly marked. Store components in a dry location that is adequately ventilated and free from dust, water, or other contaminants and has easy access for inspection and handling. Store materials flat in a clean dry area with temperature maintained above 50 degrees F . Do not open containers until needed for installation unless verification inspection is required.

1.7 WARRANTY

Provide 10 year minimum limited warranty.

PART 2 PRODUCTS

2.1 WINDOW SHADES

Roller tube must operate smoothly and be of sufficient diameter and thickness to prevent excessive deflection. Provide brackets that are appropriate for inside ceiling mount. The shade cloth must meet the performance described in NFPA 701 , small scale test. Treat steel features for corrosion resistance.

SECTION 12 24 13 Page 3

Provide Various Fiber Components with a minimum of 60 percent recycled content. Provide data identifying percentage of recycled content for various fiber components .

2.1.1 Light Filtering Shades

Provide light filtering window shades to conform with the following:

a. Roller tube must be extruded aluminum or steel. Diameter, wall thickness, and material to be selected by the manufacturer to accommodate the shade size. Provide roller idler assembly of molded nylon and zinc-plated steel pin. Sliding pin must allow easy installation and removal of roller. Fabric must be connected to the roller tube with double sided adhesive specifically developed to attach coated textiles to metal to eliminate horizontal impressions in fabric or attached with a spline lock system.

b. Fascia must be L-shaped aluminum extrusion to conceal shade roller and hardware that snaps onto end caps without requiring exposed fasteners of any kind. Fascia can be mounted continuously across two or more shade bands.

c. End caps must be stamped steel with universal design suitable for mounting to window mullions. Provide size compatible with roller size. End cap covers must match fascia/headbox finish.

d. Provide hardware that allows for field adjustment or removal of shade roller tube and other operable hardware component or adjustment of motor without requiring removal of brackets and end or center supports. Provide hardware system that allows for operation of multiple shade bands by a single operator. Connectors must be offset to assure alignment from the first to the last shade band. Provide shade hardware constructed of minimum 1/8 inch thick plated steel or heavier as required to support 150 percent of the full weight of each shade.

e. Manual Operated Chain Drive Hardware must provide for universal, regular and offset drive capacity, allowing drive chain to fall at front, rear or non-offset for all shade drive end brackets. Universal offset must be adjustable for future change. Provide positive mechanical engagement of drive mechanism to shade roller tube. The drive bracket must be fully integrated with all accessories. Drive chain must be #10 stainless steel chain rated to 90 lb. minimum breaking strength.

f. Motors must be hard-wired, wired into the building electrical system.

The position of the motor and electrical connection must be right side of roller, based on the hand of the user facing the shade from inside, unless otherwise indicated on drawings.

g. Activation Controls of Shades:

(1) Wall mounted controls: switches are able to electronically set and reconfigure shade open and close limits, shade preset positions, system groups and system subgroups at the control without rewiring and without access to the Electronic Drive Unit.

i. Switches that are adjustable and interlocked with motor controls and

SECTION 12 24 13 Page 4 set to automatically stop the shade at fully raised and fully lowered positions must be provided. Low voltage switching is required.

j. Operating function: Stop and hold shade at any position.

k. Provide the following options: Low Voltage System Override switch Backup gear and crank operator for manual operation during power failures with detachable handle, 6 feet long Power failure memory for the life of the systems which protects presets.

2.1.2 Room Darkening Shades

Provide room darkening (black-out) window shades designed to eliminate all visible light gaps when shades are fully closed, and conform with the following:

a. Roller tube must be aluminum, controlled by webbing tape. Provide shop fabricated light traps, consisting of a head box to house the shade roller, and U-shaped channels to serve as guides for the shade along the sides and to receive the bottom edge of the shade along the sill.

b. Provide light trap made of sheet steel having a minimum thickness of 22 gauge or anodized, extruded, aluminum. The legs of the channels must be not less than 1-3/4 inches long and separated by the minimum distance that will permit free operation of the shade. Edges of light trap coming into contact with the shade cloth must be smooth pile light seal. The exposed face of the head box must be hinged or removable for access to the shade roller. The interior or unexposed surfaces of the light trap must have a finish coat of flat black enamel. The exposed portions of the light trap must have a factory-applied priming coat of gray paint.

c. Cloth must be of type for blackout purposes. Make the shade from a single piece of canvas duck cloth laminated to vinyl. When not finished with a selvage, the vertical edges of the shade must be bound or hemmed using a high-grade thread. Make needle holes lightproof by applying a suitable filler.

d. Fit the bottom edge of the shade with a steel operating bar. Shades will engage positively with bottom rail through operating bar or chain pull. Paint bars with flat black enamel. Make pull cords of No. 4 braided nylon or beaded chain having not less than 175 pounds breaking strength.

2.2 COLOR

Provide color, pattern and texture for metal and shade fabric as indicated on Architectural Drawings . Color listed is not intended to limit the selection of equal colors from other manufacturers. Openness factor of shade fabric must be 5 percent.

PART 3 EXECUTION

3.1 FIELD MEASUREMENTS

After becoming familiar with details of the work, verify all dimensions in the field, and advise the Contracting Officer of any discrepancy before performing the work.

SECTION 12 24 13 Page 5

3.2 ROLLER WINDOW SHADE PLACEMENT SCHEDULE

All exterior windows include see Architectural Drawings .

3.3 INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

Perform installation in accordance with the approved detail drawings and manufacturer's installation instructions. Install units level, plumb, secure, and at proper height and location relative to window units.

Provide and install supplementary or miscellaneous items in total, including clips, brackets, or anchorages incidental to or necessary for a sound, secure, and complete installation. Do not start installation until completion of room painting and finishing operations.

3.4 CLEAN-UP

Upon completion of the installation, clean window treatments and adjust them for form and appearance and proper operating condition. Repair or replace damaged units as directed by the Contracting Officer. Isolate metal parts from direct contact with concrete, mortar, or dissimilar metals. Ensure shades installed in recessed pockets can be removed without disturbing the pocket. The entire shade, when retracted, must be contained inside the pocket. For shades installed outside the jambs and mullions, overlap each jamb and mullion 0.75 inch or more when the jamb and mullion sizes permit. Include all hardware, brackets, anchors, fasteners, and accessories necessary for a complete, finished installation.

SECTION 12 24 13 Page 6

SECTION 12 93 00

SITE FURNISHINGS

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 303 (2016) Code of Standard Practice for Steel Buildings and Bridges

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.3 (2013) Operations - Safety Requirements for Powder Actuated Fastening Systems

AMERICAN WELDING SOCIETY (AWS)

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

ASME INTERNATIONAL (ASME)

ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (2015) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASME B18.21.1 (2009; R 2016) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)

ASME B18.6.2 (1998; R 2010) Slotted Head Cap Screws, Square Head Set Screws, and Slotted Headless Set Screws: Inch Series

ASME B18.6.3 (2013; R 2017) Machine Screws, Tapping Screws, and Machine Drive Screws (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A1064/A1064M (2017) Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

ASTM A123/A123M (2017) Standard Specification for Zinc

SECTION 12 93 00 Page 1

(Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

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

ASTM A47/A47M (1999; R 2014) Standard Specification for Ferritic Malleable Iron Castings

ASTM A500/A500M (2013) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A501/A501M (2014) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A615/A615M (2016) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A653/A653M (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .