My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
14-15086
Zephyrhills
>
Building Department
>
Permits
>
2014
>
14-15086
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/16/2015 11:33:03 AM
Creation date
3/16/2015 11:33:02 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
14-15086
Building Department - Name
FUGATE SR,CASH & SYLVIA JOHNANNA
Address
5550 7TH ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
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
—=-�t�_�--,. <br /> ,, _,_ , ,_ __ <br /> ' '�_� __- <br /> _— _ _ _ <br /> I� ' � _ � <br /> \�l J + '�Y I <br /> 1 I <br /> � <br /> � <br /> � Force Ene neeYing&Testin�r Inc. �� � <br /> ` 195i0 Ramblcwood Drivc L' <br /> Humbl�,TX i7338 <br /> Compliante Statement: The product as described in this report has demonstrated compliance with the <br /> Florida Building Code 2010,Sedions 1504.3.2,1504.7. <br /> Produtt Destription: Tuff Rib, %" Rib Roof Panel, Min. 29 Ga. Steel, 36" Wide, through fastened roof <br /> panel over 1x4 wood purlins over one layer of asphalt shingies (optional) over <br /> min.7/16"OSB or 15j32"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 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 1507.4.3. <br /> Panel Dimension(5): Thickness: 0.014"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.1x4 No.2 SYP wood purlins over maximum one layer of asphalt shingles <br /> (optional)over min.7/16"OSB or min.15/32"thick over supports at maximum <br /> 24"O.C. The 1x4 wood purlins shall be fastened to the wood rafters(24"O.C. <br /> Max)with(2)9 x 2%"Deck Screws per rafter(Minimum 1 7/8"embedment into <br /> wood rafter). Design of lx4 wood purlins,058,plywood and OSB/plywood <br /> supports are outside the scope of this evaluation. Must be designed in <br /> accordance w/Florida Building Code 2010. <br /> Design Uplift Pressures: <br /> Table"A" <br /> Maxlmum Total Uplift Design Pressure: SOS.O psf <br /> Fastener Pattern: 9��_9��_9��_g�� <br /> Fastener Spacing: 24"O.C. <br /> *Design Pressure includes a Safety factor=2.0. <br /> ,,'��f1{Ilf��j',, <br /> `�� �N.0 E�F. � �i <br /> i� <br /> :,�t.�'��' � � � N S F �'�`��i <br /> = ,<. ';*�y �, <br /> �� � . HD.,�9� �� <br /> �. 1,,+��IK�,f� Qi4 � �tC ��..*;�'– f— <br /> _ . `- � -- - <br /> _ ti � <br /> • "' STA7'E QF ;��, <br /> � <br /> �p�: A� 4RI �A,,���: <br /> �� ,,,`, ����t������G��`� <br /> FL# 11651.27 Rl February 22, 2012 <br />
The URL can be used to link to this page
Your browser does not support the video tag.