HomeMy WebLinkAboutPRODUCT REPORTSCANNED
BY
2160 SW Poma Drive
Palm City, FL 34990
pliant with Florida Building Code 2017 (611 ed.) RECEIVED
pliant with Florida Product Approval Rule # 61G20-3
pliant: Keystone Certifications JUL 16 2118
ST, Lucie cownty, Permitting
uct`*1_;iip 26GA SCeel�Roafan°` e1BCec.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"'
Resistant Compliant: FBC Sec.1507.4.3
Fastener 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" .(min.) thru
bottom of support.
AdAesive/Sealant : Bostik 9151 Chem -Chalk one component, polyurethane adhesive with
3/%6" continuous bead application along base of male rib vertical flange at each panel
Underlayment: To be. compliant with FBC Sec 1507.1.1
Shall be, in compliance with FBC Sec.1507.
Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
DEIGN PRESSURE*
46 PSF Main field.
-97.25 PSF Perimeter
FA TENER SPACING
6" O.C.
6" O.C.
SE' M ADHESIVE
Not required
3/16" continuous bead
Ipl Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UiJs580-06 & UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen #1 & #2,
EQ (VALENCY: UL1897-04 is equivalent to Test Standard UL1897-12. *Design Pressure margin of safe 2:1
Cettificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial;�prest4ungy�company manufacturing or distributing products
un er this evaluation.
Lotlke Bowden, P.E. is not owned, operated, or controlle jr jingo f Oi n % turer, or distributing products under this
reiiort.
12
J _ • - seal
•• STATE OF
��'0r••
1. Un erlayment to be compliance with current Florida Building Code (FBC)2017 611ed..
2. Mi "'mum slope to be compliant with Florida Building Code 2017 61h ed:, and per with Mandfacturefs installation reference.
3. tlucts are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method:1-D
4. En ineenng analysis for °project specific approval by local authorities wfjurisdiction is allowed by other registered engineers.
5. Fir, classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Su ° port framing in, compliance w/FBC 2017 6t' ed., Chapter 22 for.Steel, Chapter,23 for Wood and Chapter 16 for Structural
Lo ding.
7. Thls report does not imply warranty, installation, recommended product use outside of this report.
FL 17022.6 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details
Deck
• I
15/32" or greater Plywood, or
- Wood plank
-Integral Snap Lode
For METHOD 2:
Apply 3/1V Bead Bostik 915Tm Sealant
Continuous Along Male Rib Vertical Flange
Fastener
#10 X 1" Min. per -Table "A"
Pancake Head Wood Screw
(Typical Fastening Pattern Across Width)
I
lot
FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details
-11.
15/3Z' or greater Plywood, or
- Wood plank
Factanar
Isometric View
Apply 3/16" Bead Bostik 9151- Sealant
Continuous Along Male Rib Vertical Flange
(Refer to Table " A")