Am_0003.pdf
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- Shadow Range Training Facility Federal contract opportunity
- Solicitation number
- W9128F-17-R-0100
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Amendment 0003
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| Am_0001-Drawings.pdf | ||
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| Am_0001.pdf | ||
| W9128F-17-R-0100_Plans.PDF | ||
| FCBE-Specifications.pdf |
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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICITATION NUMBER
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.
12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NUMBER IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
Previous edition unusable
Amendment No. 0003
SHADOW UAS RANGE TRAINING FACILITY, PN 75893 (FY17) AT FORT CARSON, COLORADO
See attached documentation for content of the amendment changes to RFP
Date for receipt of proposals is 14 SEP 2017 at 1400 hours
Government Point of Contact: Katherine Fisher, Contract Specialist (402) 995-2102
U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT
CONTRACTING OFFICE
1616 CAPITOL AVE.
OMAHA, NE 68102-4901
See Item 6
W9128F-17-R-0100
09/08/2017
08/11/2017
09/08/2017
Am #0003 - 2 (Continuation SF 30)
DEPARTMENT OF THE ARMY
Omaha District, Corps of Engineers 1616 Capitol Avenue Omaha, Nebraska 68102-4901
:NOTICE: Failure to acknowledge : Solicitation No. W9128F 17 R 0100 :all amendments may cause rejec- :
:tion of the offer. See FAR : Date of Issue: 11 AUG 2017 :52.215-1 of Section 00 21 00 : Date of Receiving Proposals:
14 SEP 2017
Amendment No. 0003
8 SEP 2017
SUBJECT: Amendment No. 0003 to Request for Proposal Solicitation Package for Construction of Shadow UAS Range Training Facility at Fort Carson, Colorado
Solicitation No. W9128F 17 R 0100
TO: Prospective Offerors and Others Concerned
1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).
a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changed language has generally been identified by highlighting. All portions of reissued specification pages shall apply whether or not changes thereon have been indicated in this fashion.
Pages or Sections Deleted Pages or Sections Substituted or Added 07 21 16 07 21 16 07 42 13 07 42 13
b. Drawings (Reissued). The following drawings are revised and reissued with this amendment.
(1) Sheet FCBEG-002B, INDEX CONTINUED
(2) Sheet FCBEA-101FL, FIELD LATRINE FLOOR PLAN
(3) Sheet FCBEA-120FL, CEILING PLAN
(4) Sheet FCBEA-130FL, ROOF PLAN
(5) Sheet FCBEA-200FL, FIELD LATRINE ELEVATIONS
(6) Sheet FCBEA-300FL, FIELD LATRINE BUILDING SECTIONS
(7) Sheet FCBEA-101OD, OBSERVATION DECK FLOOR PLAN
(8) Sheet FCBEA-200OD, OBSERVATION DECK ELEVATIONS
(9) Sheet FCBEA-300OD, OBSERVATION DECK BUILDING SECTIONS
(10) Sheet FCBEA-101MB, MAINTENANCE BAY FLOOR PLAN
(11) Sheet FCBEA-120MB, CEILING PLAN
(12) Sheet FCBEA-130MB, ROOF PLAN
(13) Sheet FCBEA-200MB, MAINTENANCE BAY ELEVATIONS
(14) Sheet FCBEA-201MB, MAINTENANCE BAY ELEVATIONS
(15) Sheet FCBEA-300MB, MAINTENANCE BAY BUILDING SECTIONS
(16) Sheet FCBEA-400, WALL SECTIONS
Am #0003 - 3 (Continuation SF 30)
(17) Sheet FCBEA-401, WALL SECTIONS
(18) Sheet FCBEA-410, WALL TYPES
(19) Sheet FCBEA-411, WALL HEAD DETAILS
(20) Sheet FCBEA-500, DOOR DETAILS
(21) Sheet FCBEA-501, DOOR DETAILS
(22) Sheet FCBEA-505, LOUIVER & WINDOW DETAILS
(23) Sheet FCBEA-520, ROOF DETAILS
(24) Sheet FCBEA-521, ROOF DETAILS
(25) Sheet FCBEA-600, ROOM FINISH SCHEDULE & DOUR/WINDOW/LOUVER
SCHEDULE
(26) Sheet FCBEA-700, MISC. DETAILS
(27) Sheet FCBEA-701, MISC. DETAILS
c. Drawings (New). The following new drawings are added to the request for proposal drawings and issued with this amendment.
(1) Sheet FCBEA-200MB-A, MAINTENANCE BAY ELEVATIONS OPTION
(2) Sheet FCBEA-201MB-A, MAINTENANCE BAY ELEVATIONS OPTION
(3) Sheet FCBEA-300MB-A, MAINTENCE BAY BUILDING SECTIONS OPTION
(4) Sheet FCBEA-400-A, WALL SECTIONS OPTION
(5) Sheet FCBEA-500-A, DOOR DETAILS OPTION
(6) Sheet FCBEA-505-A, LOUVER & WINDOW DETAILS OPTION
(7) Sheet FCBEA-520-A, ROOF DETAILS OPTION
(8) Sheet FCBEA-701-A, MISC. DETAILS OPTION
2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the request for proposal remain unchanged. If the proposals have been mailed prior to receiving this amendment, you will notify the office where proposals are received, in the specified manner, immediately of its receipt and of any changes in your proposal occasioned thereby.
a. Hand-Carried Proposals shall be delivered to the U.S. Army Corps of Engineers, Omaha District, Contracting Division, 1616 Capitol Avenue, Omaha, Nebraska 68102-4901.
b. Mailed Proposals shall be addressed as noted in Item 8 on Page 00 10 00-1 of Standard Form 1442.
3. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 14 SEP 2017.
Attachments:
Specification pages listed in 1.a. above Drawings listed in 1.b. and 1.c. above (under separate cover)
U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901
8 SEP 2017
jlb/2099
Shadow UAS Range Training Facility - FY17 - Fort Carson, Colorado FCBE
SECTION TABLE OF CONTENTS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
SECTION 07 21 16
MINERAL FIBER BLANKET INSULATION
11/11
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 DELIVERY, STORAGE, AND HANDLING
1.3.1 Delivery
1.3.2 Storage
1.4 SAFETY PRECAUTIONS
1.4.1 Respirators
1.4.2 Other Safety Concerns
PART 2 PRODUCTS
2.1 PRODUCT SUSTAINABILITY CRITERIA
2.1.1 Recycled Content for Insulation Materials
2.1.2 Reduce Volatile Organic Compounds (VOC) for Insulation Materials
2.2 BLANKET INSULATION
2.2.1 Thermal Resistance Value (R-VALUE)
2.2.2 Recycled Materials
2.2.3 Prohibited Materials
2.3 BLOCKING
2.4 VAPOR RETARDER
2.5 PRESSURE SENSITIVE TAPE
2.6 ACCESSORIES
2.6.1 Adhesive
2.6.2 Mechanical Fasteners
2.6.3 Wire Mesh
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 Blocking Around Heat Producing Devices
3.2 INSTALLATION
3.2.1 Insulation
3.2.1.1 Electrical wiring
3.2.1.2 Continuity of Insulation
3.2.1.3 Installation at Bridging and Cross Bracing
3.2.1.4 Cold Climate Requirement
3.2.1.5 Insulation Blanket with Affixed Vapor Retarder
3.2.1.6 Sizing of Blankets
3.2.1.7 Special Requirements for Ceilings
-- End of Section Table of Contents --
SECTION 07 21 16 Page 1 Am_0003
SECTION 07 21 16
MINERAL FIBER BLANKET INSULATION
11/11
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 C665 (2012) Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing
ASTM C930 (2012) Potential Health and Safety Concerns Associated with Thermal Insulation Materials and Accessories
ASTM D3833/D3833M (1996; R 2011) Water Vapor Transmission of Pressure-Sensitive Tapes
ASTM E136 (2012) Behavior of Materials in a Vertical Tube Furnace at 750 Degrees C
ASTM E84 (2016) Standard Test Method for Surface Burning Characteristics of Building Materials
ASTM E96/E96M (2014) Standard Test Methods for Water Vapor Transmission of Materials
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 211 (2013) Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances
NFPA 31 (2011) Standard for the Installation of Oil-Burning Equipment
NFPA 54 (2015) National Fuel Gas Code
NFPA 70 (2017) National Electrical Code
TECHNICAL ASSOCIATION OF THE PULP AND PAPER INDUSTRY (TAPPI)
TAPPI T803 OM (2010) Puncture Test of Container Board
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910.134 Respiratory Protection
SECTION 07 21 16 Page 2
UL ENVIRONMENT (ULE)
ULE Greenguard UL Greenguard Certification Program
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-03 Product Data
Blanket Insulation
Pressure Sensitive Tape
Accessories
SD-08 Manufacturer's Instructions
Insulation
SD-11 Closeout Submittals
Recycled Content for Insulation Materials; S
Reduce Volatile Organic Compounds (VOC) for Insulation Materials; S
1.3 DELIVERY, STORAGE, AND HANDLING
1.3.1 Delivery
Deliver materials to site in original sealed wrapping bearing manufacturer's name and brand designation, specification number, type, grade, R-value, and class. Store and handle to protect from damage. Do not allow insulation materials to become wet, soiled, crushed, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storing, and protecting of materials before and during installation.
1.3.2 Storage
Inspect materials delivered to the site for damage; unload and store out of weather in manufacturer's original packaging. Store only in dry locations, not subject to open flames or sparks, and easily accessible for inspection and handling.
1.4 SAFETY PRECAUTIONS
1.4.1 Respirators
Provide installers with dust/mist respirators, training in their use, and
SECTION 07 21 16 Page 3 protective clothing, all approved by National Institute for Occupational Safety and Health (NIOSH)/Mine Safety and Health Administration (MSHA) in accordance with 29 CFR 1910.134.
1.4.2 Other Safety Concerns
Consider other safety concerns and measures as outlined in ASTM C930.
PART 2 PRODUCTS
2.1 PRODUCT SUSTAINABILITY CRITERIA
For products in this section, where applicable and to extent allowed by performance criteria, provide and document the following:
2.1.1 Recycled Content for Insulation Materials
Provide insulation materials meeting the recycled content requirements as stated within this section and provide documentation in accordance with Section 01 33 29 SUSTAINABILITY REPORTING paragraph RECYCLED CONTENT.
2.1.2 Reduce Volatile Organic Compounds (VOC) for Insulation Materials
Provide insulation materials meeting the reduced VOC requirements as stated within this section and provide documentation in accordance with Section 01 33 29 SUSTAINABILITY REPORTING paragraph REDUCE VOLATILE ORGANIC
COMPOUNDS.2.2 BLANKET INSULATION
ASTM C665, Type I, blankets without membrane coverings ; Class , except a flame spread rating of 25 or less and a smoke developed rating of 150 or less when tested in accordance with ASTM E84.
2.2.1 Thermal Resistance Value (R-VALUE)
The R-Value must be as indicated on drawings.
2.2.2 Recycled Materials
Provide Thermal Insulation containing recycled materials to the extent practicable, provided the material meets all other requirements of this section. The minimum required recycled materials content by weight are:
Fiberglass: 20 to 25 percent glass cullet
2.2.3 Prohibited Materials
Do not provide asbestos-containing materials.
2.3 BLOCKING
Wood, metal, unfaced mineral fiber blankets in accordance with ASTM C665, Type I, or other approved materials. Use only non-combustible materials meeting the requirements of ASTM E136 for blocking around chimneys and heat producing devices.
2.4 VAPOR RETARDER
b. Membrane with the following properties:
SECTION 07 21 16 Page 4
2.4 VAPOR RETARDER
b. Membrane with the following properties:
Water Vapor Permeance: ASTM E96/E96M: 1 perm Maximum Flame Spread: ASTM E84: 25 Combustion Characteristics: Passing ASTM E136 Puncture Resistance: TAPPI T803 OM: 50
2.5 PRESSURE SENSITIVE TAPE
As recommended by the vapor retarder manufacturer and having a water vapor permeance rating of one perm or less when tested in accordance with
ASTM D3833/D3833M.
2.6 ACCESSORIES
2.6.1 Adhesive
As recommended by the insulation manufacturer.
Adhesives must follow the manufacturer's requirements for low pollutant emitting materials in achieving ULE Greenguard certification for their insulation products.
2.6.2 Mechanical Fasteners
Corrosion resistant fasteners as recommended by the insulation manufacturer.
2.6.3 Wire Mesh
Corrosion resistant and as recommended by the insulation manufacturer.
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 Blocking Around Heat Producing Devices
Install non-combustible blocking around heat producing devices to provide the following clearances:
a. Recessed lighting fixtures, including wiring compartments, ballasts, and other heat producing devices, unless these are certified by the manufacturer for installation surrounded by insulation: 3 inches from outside face of fixtures and devices or as required by NFPA 70 and, if insulation is to be placed above fixture or device, 24 inches above fixture.
b. Masonry chimneys or masonry enclosing a flue: 2 inches from outside face of masonry. Masonry chimneys for medium and high heat operating appliances: Minimum clearances required by NFPA 211.
c. Vents and vent connectors used for venting the products of combustion, flues, and chimneys other than masonry chimneys: Minimum clearances as required by NFPA 211.
d. Gas Fired Appliances: Clearances as required in NFPA 54.
e. Oil Fired Appliances: Clearances as required in NFPA 31.
Blocking around flues and chimneys is not required when insulation blanket, including any attached vapor retarder, passed ASTM E136, in addition to
SECTION 07 21 16 Page 5
Water Vapor Permeance: AAASTM E96/E96M: 1 perm Maximum Flame Spread: AASTM E84: 25 Combustion Characteristics: Passing AASTM E136 Puncture Resistance: TAPPI T803 OM: 50 meeting all other requirements stipulated in Part 2. Blocking is also not required if the chimneys are certified by the manufacturer for use in contact with insulating materials.
3.2 INSTALLATION
3.2.1 Insulation
Install and handle insulation in accordance with manufacturer's instructions. Keep material dry and free of extraneous materials. Any materials that show visual evidence of biological growth due to presence of moisture must not be installed on the building project. Ensure personal protective clothing and respiratory equipment is used as required. Observe safe work practices.
3.2.1.1 Electrical wiring
Do not install insulation in a manner that would sandwich electrical wiring between two layers of insulation.
3.2.1.2 Continuity of Insulation
Install blanket insulation to butt tightly against adjoining blankets and to studs, rafters, joists, sill plates, headers and any obstructions.
Provide continuity and integrity of insulation at corners, wall to ceiling joints, roof, and floor. Avoid creating thermal bridges.
3.2.1.3 Installation at Bridging and Cross Bracing
Insulate at bridging and cross bracing by splitting blanket vertically at center and packing one half into each opening. Butt insulation at bridging and cross bracing; fill in bridged area with loose or scrap insulation.
3.2.1.4 Cold Climate Requirement
Place insulation to the outside of pipes.
3.2.1.5 Insulation Blanket with Affixed Vapor Retarder
Locate vapor retarder as indicated. Do not install blankets with affixed vapor retarder unless so specified. Unless the insulation manufacturer's instructions specifically recommend not to staple the flanges of the vapor retarder facing, staple flanges of air barrier at 6 inch intervals flush with face or set in the side of truss, joist, or stud. Avoid gaps and bulges in insulation and "fishmouth" in vapor retarder. Overlap both flanges when using face method. Seal joints and edges of vapor retarder with pressure sensitive tape. Stuff pieces of insulation into small cracks between trusses, joists, studs and other framing, such as at attic access doors, door and window heads, jambs, and sills, band joists, and headers.
Cover these insulated cracks with vapor retarder material and tape all joints with pressure sensitive tape to provide air and vapor tightness.
3.2.1.6 Sizing of Blankets
Provide only full width blankets when insulating between trusses, joists, or studs. Size width of blankets for a snug fit where trusses, joists or studs are irregularly spaced.
SECTION 07 21 16 Page 6
3.2.1.5 Insulation Blanket with Affixed Vapor Retarder
Locate vapor retarder as indicated. Do not install blankets with affixed vapor retarder unless so specified. Unless the insulation manufacturer's instructions specifically recommend not to staple the flanges of the vapor retarder facing, staple flanges of air barrier at 6 inch intervals flush with face or set in the side of truss, joist, or stud. Avoid gaps and bulges in insulation and "fishmouth" in vapor retarder. Overlap both flanges when using face method. Seal joints and edges of vapor retarder with pressure sensitive tape. Stuff pieces of insulation into small cracks between trusses, joists, studs and other framing, such as at attic access doors, door and window heads, jambs, and sills, band joists, and headers.
Cover these insulated cracks with vapor retarder material and tape all joints with pressure sensitive tape to provide air and vapor tightness.
3.2.1.7 Special Requirements for Ceilings
Place insulation under electrical wiring occurring across joists. Pack insulation into narrowly spaced framing. Do not block flow of air through soffit vents.
-- End of Section --
SECTION 07 21 16 Page 7
3.2.1.7 Special Requirements for Ceilings
Place insulation under electrical wiring occurring across joists. Pack insulation into narrowly spaced framing. Do not block flow of air through soffit vents.
SECTION TABLE OF CONTENTS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
SECTION 07 42 13
METAL WALL PANELS
05/11
PART 1 GENERAL
1.1 REFERENCES
1.2 DEFINITIONS
1.3 DESCRIPTION OF WALL PANEL SYSTEM
1.3.1 Metal Wall Panel General Performance
1.3.2 Structural Performance
1.3.3 Air Infiltration
1.3.4 Water Penetration Under Static Pressure
1.3.5 Water Penetration Under Dynamic Pressure
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.5.1 Pre-Installation Conference
1.5.1.1 Installation Drawings
1.5.1.2 Wind Load Design Analysis
1.5.2 Manufacturer's Technical Representative
1.5.3 Qualification of Manufacturer
1.5.3.1 Manufacturer's Certificates
1.5.4 Certified Qualification of Installation Contractor
1.5.5 Single Source
1.5.6 Surface-Burning Characteristics
1.5.7 Fire-Resistance Ratings
1.5.8 Manufacturer's Maintenance Instructions
1.6 DELIVERY, HANDLING, AND STORAGE
1.7 PROJECT CONDITIONS
1.7.1 Field Measurements
1.7.2 Weather Limitations
1.8 WARRANTY
1.8.1 20 Year "No Dollar Limit" Warranty for Labor and Material
PART 2 PRODUCTS
2.1 FABRICATION
2.1.1 Sheet Metal Accessories
2.2 PANEL MATERIALS
2.2.1 Steel Sheet
2.2.2 Foam-Insulation Core Wall Panel
2.2.3 Factory Color Finish
2.2.3.1 Metal Preparation
2.2.3.2 Prime Coating
2.2.3.3 Exterior Finish Coating
2.2.3.4 Interior Finish Coating
2.2.3.5 Color
2.2.3.6 Physical Properties
2.3 MISCELLANEOUS METAL FRAMING
2.3.1 Fasteners for Miscellaneous Metal Framing
SECTION 07 42 13 Page 1
2.4 FASTENERS
2.4.1 General
2.4.1.1 Exposed Fasteners
2.4.1.2 Hidden Fasteners
2.4.1.3 Screws
2.4.1.4 Rivets
2.4.1.5 Attachment Clips
2.5 ACCESSORIES
2.5.1 General
2.5.2 Rubber Closure Strips
2.5.3 Metal Closure Strips
2.5.4 Joint Sealants
2.5.4.1 Sealants and Caulking
2.5.4.2 Shop-Applied
2.5.4.3 Field-Applied
2.5.4.4 Pressure Sensitive Tape
2.6 SHEET METAL FLASHING AND TRIM
2.6.1 Fabrication
2.7 REPAIR OF FINISH PROTECTION
PART 3 EXECUTION
3.1 EXAMINATION
3.2 PREPARATION
3.3 WALL PANEL INSTALLATION
3.3.1 Steel Wall Panels
3.3.2 Metal Protection
3.3.3 Joint Sealers
3.4 FASTENER INSTALLATION
3.5 FLASHING, TRIM AND CLOSURE INSTALLATION
3.5.1 General Requirements
3.5.2 Metal Flashing
3.5.3 Closures
3.6 WORKMANSHIP
3.7 ACCEPTANCE PROVISIONS
3.7.1 Erection Tolerances
3.7.2 Leakage Tests
3.7.3 Repairs to Finish
3.7.4 Paint-Finish Metal Siding
3.8 FIELD QUALITY CONTROL
3.8.1 Construction Monitoring
3.9 CLEAN-UP AND DISPOSAL
-- End of Section Table of Contents --
SECTION 07 42 13 Page 2
SECTION 07 42 13
METAL WALL PANELS
05/11
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 ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)
AAMA 501.1 (2005) Standard Test Method for Water Penetration of Windows, Curtain Walls and Doors Using Dynamic Pressure
AAMA 800 (2010) Voluntary Specifications and Test Methods for Sealants
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AISC 341 (2012) Seismic Provisions for Structural Steel Buildings
AMERICAN IRON AND STEEL INSTITUTE (AISI)
AISI S100 (2012) North American Specification for the Design of Cold-Formed Steel Structural Members
AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)
ASCE 7 (2010; Errata 2011; Supp 1 2013) Minimum Design Loads for Buildings and Other Structures
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 A123/A123M (2015) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel
SECTION 07 42 13 Page 3
ASTM A463/A463M (2010; R 2015) Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip Process
ASTM A606/A606M (2009a) Standard Specification for Steel Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, with Improved Atmospheric Corrosion Resistance
ASTM A653/A653M (2015; E 2016) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
ASTM A755/A755M (2016; E 2016) Standard Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products
ASTM B117 (2016) Standard Practice for Operating Salt Spray (Fog) Apparatus
ASTM C920 (2014a) Standard Specification for Elastomeric Joint Sealants
ASTM D1056 (2014) Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber
ASTM D1308 (2013) Effect of Household Chemicals on Clear and Pigmented Organic Finishes
ASTM D1654 (2008; R 2016) Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments
ASTM D1667 (2005; R 2011) Flexible Cellular Materials
- Poly (Vinyl Chloride) Foam (Closed-Cell)
ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates
ASTM D2247 (2015) Testing Water Resistance of Coatings in 100% Relative Humidity
ASTM D2794 (1993; R 2010) Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)
ASTM D3359 (2009; E 2010; R 2010) Measuring Adhesion by Tape Test
ASTM D3363 (2005; E 2011; R 2011; E 2012) Film Hardness by Pencil Test
ASTM D4214 (2007; R 2015) Standard Test Method for
SECTION 07 42 13 Page 4
Evaluating the Degree of Chalking of Exterior Paint Films
ASTM D4587 (2011) Standard Practice for Fluorescent UV-Condensation Exposures of Paint and Related Coatings
ASTM D522/D522M (2014) Mandrel Bend Test of Attached Organic Coatings
ASTM D523 (2014) Standard Test Method for Specular Gloss
ASTM D5894 (2016) Standard Practice for Cyclic Salt Fog/UV Exposure of Painted Metal, (Alternating Exposures in a Fog/Dry Cabinet and a UV/Condensation Cabinet)
ASTM D610 (2008; R 2012) Evaluating Degree of Rusting on Painted Steel Surfaces
ASTM D714 (2002; R 2009) Evaluating Degree of Blistering of Paints
ASTM D822 (2013) Filtered Open-Flame Carbon-Arc Exposures of Paint and Related Coatings
ASTM D968 (2015) Abrasion Resistance of Organic Coatings by Falling Abrasive
ASTM E1592 (2005; R 2012) Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference
ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen
ASTM E331 (2000; R 2016) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference
ASTM E72 (2015) Conducting Strength Tests of Panels for Building Construction
ASTM E84 (2016) Standard Test Method for Surface Burning Characteristics of Building Materials
ASTM G152 (2013) Operating Open Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials
ASTM G153 (2013) Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials
SECTION 07 42 13 Page 5
METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)
MBMA MBSM (2006) Metal Building Systems Manual
NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)
NAAMM AMP 500 (2006) Metal Finishes Manual
SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION
(SMACNA)
SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition
UNDERWRITERS LABORATORIES (UL)
UL Bld Mat Dir (2012) Building Materials Directory
1.2 DEFINITIONS
Metal Wall Panel: Metal wall panels, attachment system components and accessories necessary for a complete weather-tight wall system.
1.3 DESCRIPTION OF WALL PANEL SYSTEM
Factory color finished, metal wall panel system with concealed fastening attachment. Panel profile must beembossed recessed seam lock 36 inch flush panel module. Provide panel module with 3 equal spaced 1" reveals..
1.3.1 Metal Wall Panel General Performance
Comply with performance requirements, conforming to AISI S100, without failure due to defective manufacture, fabrication, installation, or other defects in construction. Wall panels and accessory components must conform to the following standards:
ASTM A1008/A1008M
ASTM A123/A123M
ASTM A36/A36M
ASTM A653/A653M
ASTM A463/A463M for aluminum coated steel sheet
ASTM A606/A606M
ASTM A755/A755M for metallic coated steel sheet for exterior coil pre-painted applications.
ASTM D522/D522M for applied coatings UL Bld Mat Dir
1.3.2 Structural Performance
Maximum calculated fiber stress must not exceed the allowable value in the AISI or AA manuals; a one third overstress for wind is allowed. Midspan deflection under maximum design loads is limited to L/180. Contract drawings show the design wind loads and the extent and general assembly details of the metal siding. Contractor must provide design for members and connections not shown on the drawings. Siding panels and accessories must be the products of the same manufacturer.
Provide metal wall panel assemblies complying with the load and stress requirements in accordance with ASTM E1592. Wind Load force due to wind
SECTION 07 42 13 Page 6 action governs the design for panels.
Wall systems and attachments are to resist the wind loads as determined by ASTM E72 and ASCE 7 in the geographic area where the construction will take place, in pounds per square foot. Submit five copies of wind load tests and seismic tests to the Contracting Officer.
Provide metal wall panel assembly for seismic conditions complying with the applicable requirements of AISC 341.
1.3.3 Air Infiltration
Air leakage must conform to the limits through the wall assembly area when tested according to ASTM E283.
1.3.4 Water Penetration Under Static Pressure
No water penetration when tested according to ASTM E331.
1.3.5 Water Penetration Under Dynamic Pressure
No evidence of water leakage when tested according to AAMA 501.1.
1.4 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Submit Documentation for the following items:
Qualification of Manufacturer; G, AO Qualification of Installation Contractor; G Sample Warranty; G, AO
SD-02 Shop Drawings
Installation Drawings; G, DO
SD-03 Product Data
Submit Manufacturer's data indicating percentage of recycle material in wall panels to verify sustainable acquisition compliance.
Submit Manufacturer's catalog data for the following items:
Wall Panels ; G, DO
Factory Color Finish Closure Materials
SECTION 07 42 13 Page 7
Pressure Sensitive Tape Sealants and Caulking Galvanizing Repair Paint Enamel Repair Paint Aluminized Steel Repair Paint Accessories
SD-04 Samples
Submit as required each of the following samples:
Wall Panels, 12 inches long by actual panel width; G, DO Fasteners; G, DO Metal Closure Strips, 10 inches long of each type; G, DO
Submit manufacturer's color charts and chips, approximately 4 by 4 inches, showing full range of colors, textures and patterns available for wall panels with factory applied finishes.
SD-05 Design Data
Wind load design analysis ; G, DO
As applicable, submit the following wind load design analysis data, to include, but not limited to:
wind speed exposure category,co-efficient,importance factor type of facility negative pressures for each zone methods and requirements of attachment
SD-06 Test Reports
Submit test reports for the following in accordance with the referenced articles in this section.
Leakage Tests; G, AO Wind Load Tests; G, DO Coating Tests; G, AO Chalking Tests; G, AO Seismic Tests; G, DO
SD-07 Certificates
Submit certificates for the following items showing conformance with referenced standards contained in this section:
Coil Stock; G Fasteners; G Galvanizing Repair Paint; G Enamel Repair Paint; G
SD-08 Manufacturer's Instructions
Include detailed application instructions and standard manufacturer drawings altered as required by these specifications.
SECTION 07 42 13 Page 8
Installation of Wall panels; G, AO
SD-09 Manufacturer's Field Reports
Submit 5 bound copies of the Manufacturer's Field Reports; G, AO
SD-11 Closeout Submittals
Warranty; G, AO Maintenance Instructions; G, AO
20 year "No Dollar Limit" warranty for labor and material
1.5 QUALITY ASSURANCE
1.5.1 Pre-Installation Conference
Upon notification of submittal receipt and approval by the Contracting Officer; and prior to the commencement of the work, the Contractor must attend a pre-installation conference to review the following:
a. Drawings and Specifications.
b. Qualification of Installer.
c. Sustainable acquisition
d. Approved Warranty
e. Sample wall panels, 12 inches long by actual panel width
f. Sample metal closure strips, 10 inches long of each type
g. Color charts and chips
h. Coatings and base metal tests, chalking tests
i. Construction schedule, availability of materials, Installer's personnel, equipment and facilities required to progress with the work without delay.
j. Methods and procedures related to installation of wall panels, including manufacturer's written instructions. Explicitly identify in writing, differences between manufacturer's instructions and the specified requirements.
k. Support conditions for compliance with requirements, including alignment between and attachment to structural members.
l. Flashing, special siding details, wall penetrations, openings, and condition of other construction that will affect metal wall panels.
m. Governing regulations and requirements for insurance, certificates, and tests and inspections if applicable.
n. Temporary protection requirements for metal wall panel assembly during and after installation.
SECTION 07 42 13 Page 9
o. Wall panel observation and repair procedures after metal wall panel installation. Provide detailed written instructions including copies of Material Safety Data Sheets for maintenance and repair materials, and manufacturer's maintenance instructions.
1.5.1.1 Installation Drawings
Installation shop drawings for wall panels, flashing, accessories, and anchorage systems must indicate completely dimensioned structural frame and erection layouts, openings in the wall, special framing details, and construction details at corners, building intersections and flashing, location and type of mastic and metal filler strips.
1.5.1.2 Wind Load Design Analysis
Wind design analysis must include wall plan delineating dimensions and attachment patterns for each zone. Wind design analysis must be prepared and sealed by Licensed Project Engineer in the geographic area where the construction will take place.
1.5.2 Manufacturer's Technical Representative
The representative must have authorization from manufacturer to approve field changes and be thoroughly familiar with the products and installations in the geographical area where construction will take place.
1.5.3 Qualification of Manufacturer
Certify that metal wall panel system manufacturer has a minimum of five (5) years experience in manufacturing metal wall system and accessory products.
Manufacturer must also provide engineering services by an authorized engineer; currently licensed in the geographical area where construction will take place, having a minimum of four (4) years experience as an engineer knowledgeable in wind load design analysis, protocols and procedures per MBMA MBSM, "Metal Building Systems Manual"; ASCE 7, and ASTM E1592 and seismic design conforming to AISC 341.
Provide certified engineering calculations, using the products submitted, for Wind load requirements in accordance with ASCE 7.
1.5.3.1 Manufacturer's Certificates
Also provide the following certifications from the manufacturer:
Coil Stock Fasteners Galvanizing Repair Paint Enamel Repair Paint
Submit certification from coil stock manufacturer or supplier that the machinery used will form the provided coil stock without warping, waviness, or rippling that is not a part of the panel profile, and without damage, abrasion or marring of the finish coating.
Provide evidence that products used within this specification are manufactured in the United States.
SECTION 07 42 13 Page 10
1.5.4 Certified Qualification of Installation Contractor
The installation contractor must be approved and certified by the metal wall panel manufacturer prior to beginning the installation of the metal wall panel system. Subcontracting by Certified Contractor for the metal wall panel work is not permitted.
1.5.5 Single Source
Obtain each type of metal wall panels, clips, closure materials and other accessories from the standard products of the single source from a single manufacturer to operate as a complete system for the intended use.
1.5.6 Surface-Burning Characteristics
Provide metal wall panels having insulation core material with the following surface-burning characteristics as determined by testing identical products according to ASTM E84 by a qualified testing agency.
Identify products with appropriate markings of applicable testing agency.
a. Flame-Spread Index: 25 or less.
b. Smoke-Developed Index: 450 or less.
1.5.7 Fire-Resistance Ratings
Where indicated, provide metal wall panels identical to those of assemblies tested for fire resistance per ASTM E119 by a qualified testing agency.
Identify products with appropriate markings of applicable testing agency.
Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency.
Combustion Characteristics: ASTM E136.
1.5.8 Manufacturer's Maintenance Instructions
Provide manufacturer's detailed written instructions including copies of Material Safety Data Sheets for maintenance and repair materials.
1.6 DELIVERY, HANDLING, AND STORAGE
Deliver and protect package components, sheets, metal wall panels, and other manufactured items to prevent damage or deformation during transportation and handling.
Unload, store, and erect metal wall panels in a manner to prevent bending, warping, twisting, and surface damage.
Stack and store metal wall panels horizontally on platforms or pallets, covered with suitable weather-tight and ventilated covering to ensure dryness, with positive slope for drainage of water. Do not store metal wall panels in contact with other materials that might cause staining, denting, or other surface damage.
Retain strippable protective covering on metal wall panel until actual installation.
SECTION 07 42 13 Page 11
1.5.6 Surface-Burning Characteristics
Provide metal wall panels having insulation core material with the following surface-burning characteristics as determined by testing identical products according to AASTM E84 by a qualified testing agency.
Identify products with appropriate markings of applicable testing agency.
a. Flame-Spread Index: 25 or less.
b. Smoke-Developed Index: 450 or less.
1.5.7 Fire-Resistance Ratings
Where indicated, provide metal wall panels identical to those of assemblies tested for fire resistance per AASTM E119 by a qualified testing agency.
Identify products with appropriate markings of applicable testing agency.
Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency.
Combustion Characteristics: AASTM E136.
1.7 PROJECT CONDITIONS
1.7.1 Field Measurements
Verify locations of wall framing and opening dimensions by field measurements before metal wall panel fabrication and indicate measurements on Shop Drawings.
1.7.2 Weather Limitations
Proceed with installation preparation only when existing and forecasted weather conditions permit Work to proceed without water entering into wall system or building.
1.8 WARRANTY
Warranty must conform to the Sample Warranty as reviewed and approved by the Contracting Officer.
1.8.1 20 Year "No Dollar Limit" Warranty for Labor and Material
Furnish manufacturer's no-dollar-limit warranty for the metal wall panel system. The warranty period is to be no less than twenty (20) years from the date of Government acceptance of the work. The warranty is to be issued directly to the Government. The warranty is to provide that if within the warranty period the metal wall panel system shows evidence of corrosion, perforation, rupture or excess weathering due to deterioration of the wall panel system resulting from defective materials and correction of the defective workmanship is to be the responsibility of the metal wall panel system manufacturer. Repairs that become necessary because of defective materials and workmanship while metal wall panel system is under warranty are to be performed within 24 hours after notification, unless additional time is approved by the Contracting Officer. Failure to perform repairs within 24 hours of notification will constitute grounds for having emergency repairs performed by others and not void the warranty.
PART 2 PRODUCTS
2.1 FABRICATION
Unless approved otherwise, fabricate and finish metal wall panels and accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes and as necessary to fulfill indicated and specified performance requirements. Comply with indicated profiles and with dimensional and structural requirements. See section 01 33 29 SUSTAINABILITY REPORTING for cumulative total recycled content requirements.
Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. Fabricate metal wall panel side laps with factory-installed captive gaskets or separator strips that provide a tight seal and prevent metal-to-metal contact, in a manner that will seal weather-tight and minimize noise from movements within panel assembly.
2.1.1 Sheet Metal Accessories
Fabricate flashing and trim to comply with recommendations in SMACNA 1793 that apply to the design, dimensions, metal, and other characteristics of
SECTION 07 42 13 Page 12 item indicated:
a. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems.
b. End Seams: fabricate nonmoving end seams with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength.
c. Sealed Joints: form non-expansion but movable joints in metal to accommodate elastomeric sealant to comply with SMACNA 1793.
d. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view.
e. Fabricate cleats and attachment devices of size and metal thickness recommended by SMACNA 1793 or by metal wall panel manufacturer for application, but not less than thickness of metal being secured.
2.2 PANEL MATERIALS
2.2.1 Steel Sheet
Roll-form steel wall panels to the specified profile, with fy= 50 ksi, 22 gauge and depth as indicated. Material must be plumb and true, and within the tolerances listed:
a. Galvanized Steel Sheet conforming to ASTM A653/A653M and AISI SG03-3.
c. Individual panels must be continuous length to cover the entire length of any unbroken wall area with no joints or seams and formed without warping, waviness, or ripples that are not part of the panel profile and free of damage to the finish coating system.
d. Provide panels with thermal expansion and contraction consistent with the type of system specified.
8. Profile to be a 3 inch high standing seam, 24 inch coverage, with mechanical crimping or snap-together seams with concealed clips and fasteners.
2.2.2 Foam-Insulation Core Wall Panel
Provide factory-formed steel wall panel assembly fabricated from two sheets of metal with modified polyisocyanurate or polyurethane foam insulation core foamed-in-place during fabrication with joints between panels designed to form weather-tight seals. Include accessories required for weather-tight installation.
a. Closed-Cell Content: 90 percent when tested according to ASTM D6226.
b. Density: 2.0 to 2.6 lb/cu. ft. when tested according to
ASTM D1622/D1622M.
c. Compressive Strength: Minimum 20 psi when tested according to
ASTM D1621.
d. Shear Strength: 26 psi when tested according to ASTM C273/C273M.
SECTION 07 42 13 Page 13
2.2.2 Foam-Insulation Core Wall Panel
Provide factory-formed steel wall panel assembly fabricated from two sheets of metal with modified polyisocyanurate or polyurethane foam insulation core foamed-in-place during fabrication with joints between panels designed to form weather-tight seals. Include accessories required for weather-tight installation.
a. Closed-Cell Content: 90 percent when tested according to AASTM D6226.
b. Density: 2.0 to 2.6 lb/cu. ft. when tested according to
AASTM D1622/D1622M.
c. Compressive Strength: Minimum 20 psi when tested according to
AASTM D1621.
d. Shear Strength: 26 psi when tested according to AASTM C273/C273M.
2.2.3 Factory Color Finish
Comply with NAAMM AMP 500 for recommendations for applying and designating finishes. Noticeable variations in same piece are not acceptable.
Variations in appearance of adjoining components are acceptable if they are within the range of approved samples and are assembled or installed to minimize contrast.
All panels are to receive a factory-applied polyvinylidene fluoride finish consisting of a baked-on top-coat with a manufacturer's recommended prime coat conforming to the following:
2.2.3.1 Metal Preparation
Carefully prepare all metal surface for painting on a continuous process coil coating line by alkali cleaning, hot water rinsing, application of chemical conversion coating, cold water rinsing, sealing with acid rinse, and thorough drying.
2.2.3.2 Prime Coating
Apply a base coat of epoxy paint, specifically formulated to interact with the top-coat, to the prepared surfaces by roll coating to a dry film thickness of 0.20 plus 0.05 mils. Prime coat must be oven cured prior to application of finish coat.
2.2.3.3 Exterior Finish Coating
Roll coat the finish coating over the primer by roll coating to dry film thickness of 0.80 plus 5 mils (3.80 plus 0.50 mils for Vinyl Plastisol) for a total dry film thickness of 1.00 plus 0.10 mils (4.00 plus 0.10 mils for Vinyl Plastisol). Oven-cure finish coat.
2.2.3.4 Interior Finish Coating
Apply a wash-coat on the reverse side over the primer by roll coating to a dry film thickness of 0.30 plus 0.05 mils for a total dry film thickness of
0.50 plus 0.10 mils. Oven-cured the wash coat.
2.2.3.5 Color
Provide exterior finish color as as specified.
2.2.3.6 Physical Properties
Coating must conform to the industry and manufacturer's standard performance criteria as listed by the following certified test reports:
General: ASTM D5894 and ASTM D4587
Abrasion: ASTM D968
Adhesion: ASTM D3359
Chalking: ASTM D4214
SECTION 07 42 13 Page 14
Chemical Pollution: ASTM D1308
Color Change and Conformity: ASTM D2244
Creepage: ASTM D1654
Cyclic Corrosion Test: ASTM D5894
Flame Spread: ASTM E84
Flexibility: ASTM D522/D522M
Formability: ASTM D522/D522M
Gloss at 60 and 85 degrees: ASTM D523
Humidity: ASTM D2247 and ASTM D714
Oxidation: ASTM D610
Pencil Hardness: ASTM D3363
Reverse Impact: ASTM D2794
Salt Spray: ASTM B117
Weatherometer: ASTM G152, ASTM G153 and ASTM D822
2.3 MISCELLANEOUS METAL FRAMING
Cold-formed metallic-coated steel sheet conforming to ASTM A653/A653M and specified in Section 05 40 00 COLD-FORMED METAL FRAMING unless otherwise indicated.
2.3.1 Fasteners for Miscellaneous Metal Framing
Type, material, corrosion resistance, size and sufficient length to penetrate the supporting member a minimum of 1 inch with other properties required to fasten miscellaneous metal framing members to supporting members and substrates in accordance with the wall panel manufacturer's and ASCE 7 requirements.
2.4 FASTENERS
2.4.1 General
2.4.1.1 Exposed Fasteners
Provide corrosion resistant fasteners for wall panels, made of coated steel, aluminum, 300 - series corrosion resisting stainless steel, or nylon capped steel compatible with the sheet panel or flashing and of a type and size recommended by the manufacturer to meet the performance requirements and design loads.
Fasteners for accessories must be the manufacturer's standard. Provide an
SECTION 07 42 13 Page 15 integral metal washer matching the color of attached material with compressible sealing EPDM gasket approximately 3/32 inch thick.
2.4.1.2 Hidden Fasteners
Provide corrosion resistant fasteners recommended by the manufacturer to meet the performance requirements and design loads.
2.4.1.3 Screws
Screws to be corrosion resistant coated steel, aluminum and/or 300 - series stainless steel being the type and size recommended by the manufacturer to meet the performance requirements.
2.4.1.4 Rivets
Rivets to be closed-end type, corrosion resistant coated steel, aluminum or stainless steel where watertight connections are required.
2.4.1.5 Attachment Clips
Fabricate clips from steel hot-dipped galvanized in accordance with ASTM A653/A653M, Z275 G 90 or Series 300 stainless steel. Size, shape, thickness and capacity as required meeting the insulation thickness and design load criteria specified.
2.5 ACCESSORIES
2.5.1 General
All accessories must be compatible with the metal wall panels. Sheet metal flashing, trim, metal closure strips, caps and similar metal accessories must not be less than the minimum thickness specified for the wall panels.
Exposed metal accessories/finishes to match the panels furnished, except as otherwise indicated. Molded foam rib, ridge and other closure strips must be non-absorbent closed-cell or solid-cell synthetic rubber or pre-molded neoprene to match configuration of the panels.
2.5.2 Rubber Closure Strips
Provide closed-cell, expanded cellular rubber conforming to ASTM D1056 and ASTM D1667; extruded or molded to the configuration of the specified wall panel and in lengths supplied by the wall panel manufacturer.
2.5.3 Metal Closure Strips
Provide factory fabricated steel closure strips to be the same gauge or…
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