My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
13-14126
Zephyrhills
>
Building Department
>
Permits
>
2013
>
13-14126
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/25/2014 8:56:06 AM
Creation date
3/25/2014 8:56:04 AM
Metadata
Fields
Template:
Building Department
Company Name
EASY ACRES
Building Department - Doc Type
Permit
Permit #
13-14126
Building Department - Name
BUCHANAN,LENZY & SHELBY
Address
39048 CARDINAL AVE
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
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
, -,� <br /> I� <br /> #�.�r, < F'i;��iii<<�i�,�, �.\ 1.'�_<'t�iz�, I: � <br /> _' i`Ji;�)4:.n�b'�.�n��!1�� , <br /> i I��a�bi�.�l'\?7'.3>� <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code 2010,Sections 1504.3.2. <br /> Product Description: Tuff Rib, %" Rib Roof Panel, Min. 26 Ga. Steel, 36" Wide, through fastened roof <br /> panel over 15/32"Plywood decking.Non-Structural Application. <br /> Panel Material/Standards: Material: Minimum 26 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to <br /> Florida Building Code 2010 Section 1507.4.3. Paint finish optional <br /> Yield Strength: Min.80.0 ksi <br /> Corrosion Resistance:Panel Material shall comply with Florida Building Code <br /> 2010,Section 1507 43. <br /> Panel Dimension�s): Thickness: 0.0185"min. <br /> Width: 36" <br /> Rib Height: '/<"major rib at 9"O.C. <br /> Panel Rollformer• MRS Metal Rollforming Systems <br /> Panel Fastener: #9-15 x 1-1/2"HWH Woodgrip with sealing washing or approved equal <br /> '/<"minimum penetration through plywood <br /> Corrosion Resistance•Per Florida Building Code 2010,Section 1506.6, 1507.4.4 <br /> Substrate Description: Min 15/32"thick,APA Rated plywood over supports at maximum 24"O.C. <br /> Design of plywood and plywood supports are outside the scope of this <br /> evaluation Must be designed in accordance w/Florida Building Code 2010. <br /> Design Uplift Pressures: <br /> Table"A" <br /> Maximum Total Uplift Design Pressure: 69.25 psf 15915 psf <br /> Fastener Pattern: 9��_9��_9��_9�� 6.5"-2.5"-6.5"-2.5"- <br /> 6.5"-2.5"-6.5" <br /> FastenerSpacing: 24"O.C. 12"O.C. <br /> *Design Pressure includes a Safety Factor=2.0. <br /> ,,,,�{fflll►�j,, <br /> ��� �N.0 E, E. � ��� <br /> i� <br /> �,�'�� ` C � NS� `� ,� <br /> .�n . <br /> � . No.449�3�� , , �• , :'' <br /> ��. .,•, R *`' - ` {'*� � F � <br /> � _ .. �__ • — <br /> - ` • ' � • <br /> �'°' STAIE OF :�w' <br /> � ?��. � <br /> ���,;.FLORI �A. ?�: <br /> serr�A'A'.e°' ��'3.S., •�;`� <br /> Pxrn ��I����1111<<�,,, <br /> FL# 11651.22 Rl February 22, 2012 <br />
The URL can be used to link to this page
Your browser does not support the video tag.