HomeMy WebLinkAboutPRODUCT REPORTBILE COPY
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SCANNED 2160 SW Poma Drive
BY Palm City, FL 34990
St. Lucie County _ (772)872-8034
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications CONCEALED FASTENERS ORATTACHyErNTS
ARE THE RESPONSIBILTTY OF THE
CONTRACTOR OR RECORD
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/ OA2 specific gravity with 16" Coverage (Max.)
Rib Height 1"
RECEIVED
1UN"2 9 1010
Permitting Department
St. Lucie County
Corrosion 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.
Adhesive/Sealant : Bostik 9151 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 FILE COPY
Slope: Shall be in compliance with FBC Sec.1507.
Install Details: Table A Allowable Loads
METHOD 1
I METHOD 2
DESIGN PRESSURE*
46 PSF Mainfield
-97.25 PSF Perimeter _
FASTENER SPACING
6" O.C.
6" O.C.
SEAM ADHESIVE
Not required
3/16" continuous bead
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL S80-06 & UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen #1 & #2
EQUIVALENCY. • UL1897-04 is equivalent to Test Standard UL1897-12. *Design Pressure margin of safety 2:1
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial `q;pNftIrrggyrcompani
under this evaluation. ••••' (�• B�yV:l.
Locke Bowden, P.E. Is not owned, operated, or controlle ►y mqy dianplo,c� t
repo
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ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCES : _Q o ••�
REVIEWFri B i % �� •� STATE Of o�
DATE
PLANS A PER IT MUST BE K N ]OB �gO`ccN
SITE OR NO INSPECTION(S) BE MADE°�rJ/ONAL Eu s•
manufacturing or distributing products
or distributing products under this
II'
seal
THESE PLANS AND ALL PROPOSED WORK
REQUIRED BY FIELD INSPECTORS THAT
ORDERMAY BE NECESSARY IN TO
COMPLY WITH ALL APPLICABLE CODES.
Limitations:
1. Undedayment to be compliance with current Florida Building Code (FBC)2017 6'"ed..
2. Minimum slope to be compliant with Florida Building Code 2017 61^ 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 wfjudsdiction 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 61' 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 (26GA Steel), 16" Wide Roof Panel - Details
16"
Panel Profile
16' O.C.
—T_
3/4"
—1
Deck:
-15/32" 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 Wood Screw
(Typical Fastening Pattern Across Width)
V
FL 17022.5
1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details
-15/3Z' or greater Plywood, or
-Wood plank
Factanar
Isometric View
rur meusuu c
Apply 3116" Bead Bostik 915TM Sealant
Continuous Along Male Rib Vertical Flange
(Refer to Table W)