My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
12-13184
Zephyrhills
>
Building Department
>
Permits
>
2012
>
12-13184
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/16/2013 8:58:45 AM
Creation date
4/16/2013 8:58:43 AM
Metadata
Fields
Template:
Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
12-13184
Building Department - Name
MANAUTOU,JUAN
Address
6214 SILVER OAKS DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
29
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
j�``,.,�'''_� <br /> 1,�"r. <br /> ``���� TR�l�11TY I��� <br /> 6.12.4 For non-tile applications. direct to deck: <br /> Prior to removal of release film, align sheets properly starting at the low-�point of the roof <br /> (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes, <br /> ' � .. �� . , , , ;'a�,+r��._: _- _ r.,� �Q�n�ar- ..:�.......• _"- -^'-->e�c�fl���� -� .h�r"? -, . �t+gtrofc .-�'.1 r^�"� i�'?P. ON...-h�r.ginc� � ., � . ? <br /> . inch over the eave and nail into pla�e 12" o.c. Remove the.�op piece of release film and <br /> ��bond Eo su'G�sc�a�e:�"insta?l""primed drip edge and faster to meet FBC Chapter 16 wind load <br /> requirements. Install 1/8-inch troweling of TopCoat� MatrixT"' 201 Prem+um SBS Flashing <br /> Cement over drip edge. <br /> Continue upslope in a similar manner, maintaining minimum 4-inch side-laps and minimum <br /> 6-inch end-laps. Ensure all end laps are staggered at least 3-feet apart. End laps shall be <br /> sealed with a 1/16`h to 1/8"' inch thick trowel application of TopCoatp MatrixT"' 201 Premium <br /> SBS Flashing Cement. <br /> Use a hand roller to firmly bond side and end laps. <br /> 6.12.5 For non-tile aapiications, to mechanically attached anchor sheet: <br /> Install ASTM D226, Type II felt in accordance with codified requirement:s or StormSafeT"' <br /> Anchor Sheet in accordance with Section 6.6. <br /> Instali UnderRoof•^' 2 Leak Barrier over the mechanically attached anchc�r sheet as noted <br /> above. <br /> 6.13 UnderRoofTM' HT Leak Barrier: <br /> 6.13.1 Install UnderRoof'" HT Leak Barrier in compliance with manufacturer's published installation <br /> instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for <br /> the type of prepared roof covering to be installed. <br /> 6.13.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back-nailing is <br /> required when slope is 4:12 or greater. Back-nailing shall consist of minimum 1-inch square <br /> or round cap nails spaced 12"o.c. within 4-inch side laps. <br /> 6.13.3 For non-tile applications, direct to deck: <br /> Prior to removal of release film, align sheets properly starting at the low-point of the roof <br /> (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. <br /> Remove the lower piece of release film and bond to substrate and fold the overhanging 2- <br /> inch over the eave and nail into place 12" o.c. Remove the top piece of release film and <br /> bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load <br /> requirements. Install 1/8-inch troweling of TopCoat� FlexSealTM Caulk Grade over drip <br /> edge. <br /> Continue upslope in a similar manner, maintaining minimum 4-inch side-laps and minimum <br /> 6-inch end-laps. Ensure all end laps are staggered at least 3-feet apart. <br /> Use a hand roller to Firmly bond side and end laps. <br /> 6.13.4 For non-tile anplications, to mechanicallv attached anchor sheet: <br /> Install ASTM D226, Type II felt in accordance with codified requirements or StormSafe"" <br /> Anchor Sheet in accordance wit� Section 6.7. <br /> Install UnderRoofT"' HT Leak Barrier over the mechanically attached ancFior sheet as noted <br /> above. <br /> Exterior Researct:and Design, LLC. Evaluation Report 01506.04.08-R6 <br /> Certificate ofAuthcrization#9503 FL10626-R6 <br /> Revision 6: 12/13/2011 <br /> � Page 10 of 11 <br />
The URL can be used to link to this page
Your browser does not support the video tag.