HomeMy WebLinkAboutExtreme Metal 1 standing seam installation instructions2160 SW Poma Drive
Palm City, FL 34990
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule # 61G20-31
Compliant: Keystone Certifications
Product: 1" Nailstrip 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or
Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.)
Rib Height 1"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener 1: #10 x 1" {mina Pancake Head Wood Screw to penetrate 3/16" (min.) thru
bottom of support.
Adhesive/Sealant : Bostik 915TM Chem -Chalk one component, polyurethane adhesive with
3/16" continuous bead application along base of male rib vertical flange at each panel
seam.
Underlayment: To be compliant with FBC Sec 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
Install Details: Table A Allowable Loads METHOD 1
DESIGN PRESSURE* ,86 PSF Main field
FASTENER SPACING 6" O.C.
SE MA ADHESIVE Not required
METHOD 2
-97.25 PSF Perimeter
fi- O.C.
3/16" continuous bead
(see details)
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimens #1 & #2
EQUIVALENCY: UL1897-04 is equivalent to Test Standard UL1897-12.
2:1
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial 1WOM1141rogy' company manufacturing or distributing products
under this evaluation. v ,,*' ❑, 8r} ��
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Locke Bowden, P.E. is not owned, operated, or controll h, 4 ;npi ft fan' cturer, or distributing products under this
report. ' •. .
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Limitations-
1 . Underlayment to be compliance with current Florida Building Code (FBC)2017 6m ed..
2. Minimum slope to be compliant with Florida Building Code 2017 6t' ed., and per with Manufactsurer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method; 1-0
4. Engineering analysis for "project specific approval by local authorities wljurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w1FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural
Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
FL 17022.5 1.0 Nail Strip (25GA Steel), 16"' Wide Roof Panel - Details
16"
Panel Profile
16" o. c.
4`
11
314—I—
Deck.,
-15132" or greater Plywood, or
Wood plank
Integral Snap Lock
For METHOD 2:
Apply 3116" Bead Bostik 915TM Sealant
Continuous Along Male Rib Vertical Flange
Fastener
#10 x 1" Min. per Table "A"
Pancake Head Mod Screw
(Typical Fastening Pattern Across Width)
111
FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel w Details
us"
-15132" or greater Plywood, or
- Wood plank
F'astPnar
Isometric View
For Method 2
Apply 3/16" Bead Bostik 915-1- Sealant
Continuous Along Male Rib Vertical Flange
(Refer to Table "A)