My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
08-8267
Zephyrhills
>
Building Department
>
Permits
>
2008
>
08-8267
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 4:44:08 PM
Creation date
9/23/2008 11:31:05 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
08-8267
Building Department - Name
WINDWARD HOMES
Address
36053 SHADY BLUFF LP LT 4
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
19
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 />SECTION 7 <br /> <br />EXISTING TRUSS OR RAFTER <br /> <br />#10 x 1-1/2" S.M.S. OR WOOD <br />WOOD SCREW (2) PER <br />RAFTER OR TRUSS TAIL <br /> <br />#10 X 3/4" S.M.S. OR WOOD <br />SCREW SPACED@ 12" O.C. <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />FOR MASONRY USE: <br />(2) 1/4" x 1-1/4" MASONRY <br />ANCHOR OR EQUAL@ 12" O.C. <br />FOR WOOD USE: <br />#14 x 1-1/2" S.M.S. OR WOOD <br />SCREWS @ 12" O.C. <br /> <br />SOLID ROOF PANEL PRODUCTS <br /> <br />COMPOSITE ROOF ANCHORING DETAILS <br /> <br /> <br />#8 x 1/2" S.M.S. SPACED <br />@ 8" O.C. BOTH SIDES CAULK <br />ALL EXPOSED SCREW HEADS <br /> <br />ROOF PANEL <br /> <br />"- <br /> <br />ROOF PANEL TO FASCIA DETAIL <br />SCALE: 3" = 1'-0" <br /> <br />EXISTING FASCIA <br /> <br />#14 x 1/2" WAFER HEADED <br />S.M.S. SPACED@ 12" O.C. <br /> <br />I <br /> <br /> <br />. .......... ........ ..... -0-- FLOOR PANEL <br /> <br />ROOF OR FLOOR PANEL TO WALL DETAIL <br /> <br />SCALE: 3" = 1'-0" <br /> <br />WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE <br />POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS <br />SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" <br />WASHERS OR SHALL BE WASHER HEADED SCREWS. <br /> <br />HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS <br />SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS <br />SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MA TERrAL <br />CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC <br />SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. <br /> <br />ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WINO ZONES USE THE FOLLOWING <br />CONVERSION: <br /> <br /> <br />Lawrence E. Bennett, P.E. FL # 16644 <br />CIVIL & STRUCTURAL ENGINEERING <br /> <br />P.O. Box 214368, South Daytona. F132121 <br />Telephone #: (386) 767-4n4 Fax #: (386) 767-6556 <br />Email: Iebpe@bellsouth.net <br /> <br />PAGE <br /> <br />7-4 <br /> <br />@ COPYRIGHT 2006 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />
The URL can be used to link to this page
Your browser does not support the video tag.