My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
99-9008
Zephyrhills
>
Building Department
>
Permits
>
1999
>
99-9008
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2009 4:08:16 PM
Creation date
9/6/2006 9:37:16 AM
Metadata
Fields
Template:
Building Department
Permit #
99-9008
Building Department - Name
HUMMEL,AL
Address
5319 11TH 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
<br />l- <br /> <br />.' <br />. <br /> <br />SECTION 7 <br /> <br />. <br /> <br />, <br />.' <br /> <br />ALTERNATE CONNECTION: <br />#8 x 1-1/4" SCREWS (3) PER <br />PAN INTO FASCIA THROUGH <br />PAN BOXED END <br /> <br />. <br /> <br />i' <br /> <br />#10 x 1-1/2" S.M.S. (1) PER <br />RAFTER OR TRUSS TAIL <br />#10 x 3/4" S.M,S. @ 12" 0, C. <br /> <br />FOR MASONRY USE 1/4" x <br />1.1/4" TAP-CON ANCHOR OR <br />EQUAL @ 24" 0, C, FOR WOOD <br />USE #10 x 1-1/2" S.M.S. OR <br />WOOD SCREWS @ 12" O. C, <br /> <br />EXISTING HOST STRUCTURE: <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />SOLID ROOF PANEL PRODUCTS <br /> <br />PAN ROOF ANCHORING DETAILS <br /> <br /> <br />ROOF PANEL TO FASCIA DETAIL <br />SCALE: 1/4- = 1'-0- <br /> <br /> <br />'. <br /> <br />EXJSTING TRUSS OR RAFT~ <br />SEALANT <br />tIa x 9116- S.M.S. (3) PER PAN <br />AND (1)@RISeR <br />HEADeR (see NOTE BELOW) <br />ROOF PANeL <br /> <br />tIa x 9116" S.M.S. (3) PeR PAN <br />AND (1)@RlseR <br /> <br />EXISTING FASQA <br /> <br />SEALANT <br />tIa x 9116" S.M.S. (3) PeR PAN <br />AND (1) PER RIseR <br />HEADeR (SEE NOTE BaOW) <br />ROOF PANEL <br /> <br />tIa x 9116" S.M.S. (3) PeR PAN <br />AND (1) PER RIseR <br /> <br />ROOF PANEL TO WALL DETAIL <br />SCALE: 1/4- = 1'-0- <br /> <br />NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 112" LONG <br />CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS. ALL SCREW <br />HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE <br />WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 112" SCREW EACH. THE <br />PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH. x 1" OF THE ABOVE <br />SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVil. ENGINEER - OEVELOPtItIENT CONSUl. TAItT <br />P,O. BOX 4368. SOUTH DAYTONA. FL 32121 <br />TELePHONE (904) 787...n4 <br />. FAX (904) 787~ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br />1 70 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMlSSlOH OF I..AWRfNCE E. ICHHETT. P.E. <br /> <br />":'" <br />
The URL can be used to link to this page
Your browser does not support the video tag.