My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
14-15548
Zephyrhills
>
Building Department
>
Permits
>
2014
>
14-15548
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/19/2015 7:59:47 AM
Creation date
8/19/2015 7:59:38 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
14-15548
Building Department - Name
KENNEDY,ADAM & ABIGAIL
Address
39027 PARK DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
94
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 /> `� TRINI� ERD <br /> � <br /> 5.5.4 Wind Resistance for Underla ment S s ems in Foam-On Tile A lications: FRSA/TRI 07320 <br /> does not address wind uplift resistanc of all underlayment systems beneath foam-on tile <br /> systems, where the underlayment for s part of the load-path. The following wind uplift <br /> limitations apply to underlayment syste s that are not addressed in FRSA/TRI 07320 and are <br /> used in foam-on tile applications. Maxi um Design Pressure is the result of testing for wind <br /> load resistance based on allowable win loads. Refer to FBC 1609.1.5 for determination of <br /> design wind pressures. <br /> 5.5.4.1 Maximum Design Pressure = -45.0 psf. <br /> Deck: Min. 15/32-inch plywoo to meet project requirements to satisfaction of AHJ. <br /> Primer: (Optional) Elastocol Sti k or Elastocol 600c <br /> Underlayment: Colphene FR GR, self-a hered. <br /> 5.5.4.2 Maximum Design Pressure = -67.5 psf. <br /> Deck: Structural concrete to eet project requirements to satisfaction of AH]. <br /> Primer: Elastoco1600c <br /> Underlayment: Colphene FR GR, self-a hered. <br /> 5.5.4.3 Maximum Desiqn Pressure = -60.0 psf. <br /> Deck: Min. 19/32-inch plywo d to meet project requirements to satisfaction of AHJ. <br /> Base Sheet: Sopra-G or Modified S pra-G mechanically attached with nails (FBC 1517.5.1) <br /> and tin caps (FBC 151 .5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch <br /> o.c. in three, equally s aced rows in the center of the sheet. <br /> Underlayment: Colphene FR GR, self-a hered <br /> 5.5.4.4 Maximum Desian Pressure = -90.0 osf. <br /> Deck: Min. 19/32-inch plywo d to meet project requirements to satisfaction of AHJ. <br /> Underlayment: Unilay(e) mechanicall attached with Soprafix Polymer Batten Bar (PBB) or <br /> Soprafix Metal Batten Bar (MBB) with Soprema #15-EL fasteners spaced 6- <br /> inch o.c. within the 5-inch wide, self-adhering side laps. End laps are 6-inch <br /> wide and sealed using ither heat-welding or hot-air welding techniques. <br /> 5.6 Exposure Limitations: <br /> 5.6.1 Lastobond Shield, Lastobond Pro HT-N Lastobond, Lastobond 195,Lastobond Eco, Lastobond <br /> Smooth Seal HT, Resisto L61236, Gri -Rite Eave & Valley Protector or Resisto L61244 shall <br /> not be left exposed for longer than 30- ays after installation. <br /> 5.6.2 Lastobond TU HT, Lastobond Shield H or Lastobond Pro HT-S shall not be left exposed for <br /> longer than 90-days after installation. <br /> 5.6.3 Colphene FR GR or Unilay(e) shall ot be left exposed for longer than 180-days after <br /> installation. <br /> Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R5 <br /> Certificate ofAuthorization#9503 FL2569-R7 <br /> Revision 5: 04/30/2014 <br /> Page 5 of 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.