HomeMy WebLinkAboutPRODUCT REPORTARE THE RESPONSIBILITY OF THE 2160 SW Poma Drive
f'UTPAPTnl NWInpn Palm City, FL 34990
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule # 611320-3 pFF
Compliant: Keystone Certifications peen„ C`1 0
4 /n9 Avp
40/0 00
CO`nt��nF
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" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.) thru
bottom of support.
Adhesive/Sealant : Bostik 915'm Chem -Chalk one component, polyurethane adhesive with
3/16" continuous bead application along base of male rib vertical flange at each panel
seam. SCANNED
Underlayment: To be compliant with FBC Sec 1507.1.1 BY
Slope: Shall be in compliance with FBC Sec.1507.
St. Lucie County
( Install Details: Table A Allowable_ Loads_ __—
i _METHOD I- �
METHOD 2_,_-_
DESIGN PRESSURE*
•-86 PSF Main field
-97.25 PSF Perimeter _
---
- ---
FASTENER SPACING
-- —
6" O.C.
6" O.C.
SEAM ADHESIVE
Not required
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 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
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled
�✓.
report. J.
;,
THESE PLANS AND ALL PROPOEM t7u,;;( ='
ARE SUBJECT TO ANY COMEC T IONG
REQUIRED BY MELD INSPECTORS 'CHAT
MAYBE NECESSARY IN ORDER TO
COIRPLYWITH ALL APPLICASUCoocs. FILE
manufacturing or distributing products
zany"lecturer, or distributing products under this
` 7 l S UCI( EOUN
seal BUILDING DIVI N
STATE OF ; t`� f REVIEW
FOR COM
IA
REVIEWED BY
Rt7l�,t1T#S{r,••DATE
MUST BE KEPT ON #OB OR
NO INSPECTION WILV BE MADE
Limitations:
1. Undedayment to be compliance with current Florida Building Code (FBC)2017 61ed..
2. Minimum slope to be compliant with Florida Building Code 2017 6°i ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities wlurisdiction 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 6"' ad., 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.
—F-
3/4"
—I
Deck:
-15/32" or greater Plywood, or
- Wood plank
Integral Snap Lock
For METHOD 2:
Apply 3/16" Bead Bostik 915T"' Sealant
Continuous Along Male Rib Vertical Flange
Fastener
#10 x 1" Min. per Table "A'
Pancake Head Wood Screw
(Typical Fastening Pattern Across Width)
FL 17022.5
1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details
v15132"or greater Plywood, or
-Wood plank
Isometric View
I., nlGmuu L
Apply 3116" Bead Bostik 915T"' Sealant
Continuous Along Male Rib Vertical Flange
(Refer to Table "A')