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2160 SW Poma Drivel _
s Palm City, FL 34990
(774872-8034
Compliant with Florida Building Code 2017 (6th ed.) RECEIVED
Compliant with Florida Product Approval Rule #61G 0-3
Compliant: Keystone Certifications MAR 0 4 "T"O
ST. Lucie County, Permitting .
Product: 1" Nailstrip 26GA Steel Standing Seam Roof Panel FBC Sec. 1507.4.2
Yield strength: 40ksi: Attached to Wood Deck with screws. 03
16" Coverage
REWMWi CD FOR
Corrosion Resistant Compliant: FBC Sec. 1507.4.3 CODE CO PUANCE
Fastener for Method 1 Attachment # 10 x 1" Pancake Head wood sere Vqp n_9,8r` V NTY
3/16"thru 15/32" min. plywood deck
Seam Adhesive: Bostik Chem Chalk 915, one component, polyurethane acllhii eC
along male flange the full length of panel.
Underlayment: To be compliant with FBC Sec. 1507 I
Slope: Shall be in compliance with FBC Sec. 1507. 1.1 File Copy
Install Details: Table A Allowable Loads METHOD 1 mainfield METHOD 2 perimeter
DESIGN PRESSURE* -69.25 PSF -121.75 PSF
FASTENER SPACING-ALONG ROWS 6" O.C. 6" O.C.
r FASTENER SIZE: #10 #10 '
ADHEISIVE: NOT REQUIRED 3/8" BEAD (refer to
S install details)
i` Reference Data: HURRICANE TEST LABORATORY, L.L.C.#TST ID: 1527
Report#:0223-0313-02 TAS125-03(UL 58o-06/UL 1897-041)
Report#: 0223-1015-06 TAS125-03(uL 58o-o6iuL 1897-041)
EQUIVALENCY:UL 1897-04 IS EQUIVALENT TO UL 1897-12 TESTSTANDARD *DESIGNPRESSUREMARGIN OFSAFETY2.4
Certificate of Independence
Locke Bowden,P.E.does not have,not will acquire a financial interest in,0jiV'd6V i oa6y manufacturing or distributing products
I under this evaluation. Q• t� . �/'" '_
Locke Bowden,P.E.is not owned,operated,or controlled by any ctutek;ifGdistributing products under this
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FL 20378.2 1.0 Nail Strip (26GA Steel), 16" Wide Roof Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code(FBC)2017 61'ed..
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for"project specific approval by local authorities w/jurisdiction 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 w/FBC 2017 Vh 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.
Fastener.
#10 Pancake-Head Screw
Na1st ip'Roof Pani
A-1� j
/• iJrj
k_wa"Bead ScannAdhe!lVe
.
.1 MT Wood Deck continuous along mate rib
(Refer toTable"A')
Wood Deck
-----
-Integral Snap Lock
Seam Adhesive
Apply 318"lead Bostik Sealant
entire length of panel
f Tong male flange
#10x1"
Pancake-Head Screw
I
z.