My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
13-14061
Zephyrhills
>
Building Department
>
Permits
>
2013
>
13-14061
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2014 12:58:52 PM
Creation date
3/24/2014 12:58:51 PM
Metadata
Fields
Template:
Building Department
Company Name
ALPHA VILLAGE
Building Department - Doc Type
Permit
Permit #
13-14061
Building Department - Name
FIELDS,FAIRLEY
Address
7150 APPLEGATE DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
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 /> • _--'�— ���` -_ <br /> �- i" ' ' �-�, `�-� _'-- _ <br /> � �� <br /> i,�_� --- { - ,'� I <br /> i ' ' <br /> ; � I <br /> � � �' '� I <br /> Force Engineerin�&Testing Inc. � <br /> �� 19530 Ramblewood Drivc L' <br /> Humble,TX 77338 <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 /> Produtt Destription: 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 1507.4.3. <br /> Panel Dimension(5): Thickness: 0.0185"min. <br /> Width: 36" <br /> Rib Height: '/<"major rib at 9"O.C. <br /> Pane)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 wJ Florida Building Code 2010. <br /> Design Uplift Pressures: <br /> Table"A" <br /> Maximum Total Uplift Design Pressure: 69.25 psf 159.25 psf <br /> Fastener Pattern: 9°-9"-9"-9" <br /> 6.5"-2.5"-6.5"-2.5"- <br /> 6.5"-2.5"-6.5" <br /> Festener Spacing: 24"O.C. 12"O.C. <br /> `Design Pressure includes a Safety Factor=2.0. <br /> ,'��{1ftll���t, <br /> 1�`, ��•C E'�-� ,��I <br /> � <br /> ,���4 � C � ks����� <br /> .. ,�. -. '��: '�- <br /> � ,= . No.�`,te` ,� ' P"�, � . <br /> � /,,���J"�^�r I' �`` �.�(yl�-_P F— <br /> `1 `� <br /> � _L�K� � _" • ti <br /> '.'O' STATE CF :� :�, <br /> . p', � <br /> s..d.rus� <br /> '���; A'� O R 1 �A �+�`'� <br /> V1�� <br /> OAA '�J'rs`�• <br /> .�nw i���;4 N �������,`` <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.