My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
20-22541
Zephyrhills
>
Building Department
>
Permits
>
2020
>
20-22541
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/12/2021 1:53:01 PM
Creation date
5/12/2021 1:53:00 PM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
20-22541
Building Department - Name
GAUGER,MILTON
Address
5154 19TH ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
13
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
'Coz� <br /> Q11,; <br /> ® . . . ® ® , . . . Gull <br /> SUPPLY & MANUFACTURING <br /> TM <br /> GULF12ND9 <br /> ' GUAGE GULFRIB TM PANEL OVER • • OVER • • <br /> FLORIDA PRODUCT APPROVAL NO. 11651.25 R3 <br /> TM <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code 2017, Sections 1504.3.2, 1504.7. <br /> Product Description: GulfRibTM, 3/a" Rib Roof Panel, Minimum 29 Ga. Steel, 36" Coverage, <br /> through fastened roof panel over Minimum 1x4 Wood Purlins over minimum <br /> 15/32" Plywood Decking. Non Structural application. <br /> Panel Material/Standards: Material: Minimum 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to <br /> Florida Building Code 2017 Section 1507.4.3. <br /> Paint Finish Optional <br /> Yield Strength: Min. 98.Oksi <br /> Corrosion Resistance: Panel Material shall comply with Florida Building <br /> Code 2017, Section 1507.4.3. <br /> Panel Dimension(s): Thickness: 0.0142" Minimum <br /> Width: 36" Coverage <br /> Rib Height: 3/a" Major Rib at 9" O.C. <br /> Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal <br /> 1/4" minimum penetration through plywood. <br /> Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 <br /> Substrate Description: Minimum 1x4 No. 2 SYP wood purlins over min.15/3z" thick,APA Rated <br /> plywood over supports at maximum 24" O.C.The 1x4 wood purlins shall be <br /> fastened to the plywood with minimum 8D x 2Y2" Ring Shank Nails at 4" O.C. <br /> Design of 1x4 wood purlins, plywood and plywood supports are outside the <br /> scope of this evaluation. Must be designed in accordance w/Florida Building <br /> Code 2017. <br /> Design Uplift Pressures: Table"A" <br /> _ a-�{"✓�:-'.{j'c�'?•_- -. -_-••bay. <br /> Maximum Total Uplift peslgr Pressures 76 75 psf. 1Z3y5spsfg <br /> Fastener Pattern 9"-9"-9"-91, 6.5"-2.5"-6.5"- <br /> 2.5"6.5 -2.5"-6.5" <br /> "FastenerPaffe�n,S acin Design Pressure includes a Safety Factor=2.0. <br /> FL#11651.25 R3•OCTOBER 5,2017 <br /> 1200 •• 'D BOCA RATON. 33487 •A 930464 <br />
The URL can be used to link to this page
Your browser does not support the video tag.