My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
16-17395
Zephyrhills
>
Building Department
>
Permits
>
2016
>
16-17395
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/1/2016 10:04:07 AM
Creation date
11/1/2016 10:03:00 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
16-17395
Building Department - Name
RILEY,CHERYL
Address
5207 18TH ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
28
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
• ' FL 9555.2-R3 <br /> C1999-4 <br /> • 3.20.2015 <br /> Page 2 of 2 <br /> Manufacturer: Union Corrugating Company <br /> Product Name: MasterRib Panel <br /> Panel Description: 36"wide coverage with 3/4"high ribs at 9"o.c. <br /> Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) <br /> or Galvalume coated steel (ASTM A792) or painted steel (ASTM <br /> A755). <br /> Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) <br />, Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 <br /> �� <br /> Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60 o.c. <br /> (Factor of Safety=2) <br /> Support Attachment: #12-14 x 1" long self drilling screws with washers <br /> At end supports @ 3.5"-5.5"-3.5"o.c.across panel width <br />, At intermediate supports @ 9"o.c.across panel width <br /> Sidelap Attachment: %4"-14 x 7/8"long SDS with washer @ 30"o.c. <br /> Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test <br />� Method for Structural Performance of Sheet Metal Roof and Siding <br /> Systems by Uniform Static Air Pressure Difference' and FM 4470 <br /> Section 5.5 `Resistance to Foot Traffic'. <br /> Code Compliance: The product described herein has demonstrated compliance with FBC <br /> 2014 Section 1507.4. <br /> Product Limitations: Design wind loads shall be determined for each project in accordance <br /> with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress <br /> design. The maximum support spacing listed herein shall not be <br /> exceeded. The design uplift pressure for reduced support spacing may <br /> be computed using rational analysis prepared by a Florida Professional <br /> Engineer or based on Union Corrugating load span table. This product <br /> is not approved for use in the High Velocity Hurricane Zone. Fire <br /> cl�ssification is not within scope of this Evaluation Report. Refer to <br /> FBC 2014 Section 1505 and current approved roofing materials <br /> directory for fire ratings of this product. <br /> Supporting Documents: ASTM E1592 Test Reports <br /> � Farabaugh Engineering and Testing Inc <br /> Project No.T163-06,Reporting Date 6/7/06 � <br /> FM 4470 Test Report <br /> ENCON Technology Inc <br /> C1583-2,Reporting Date 7/24/08 <br />
The URL can be used to link to this page
Your browser does not support the video tag.