My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
01-0661
Zephyrhills
>
Building Department
>
Permits
>
2001
>
01-0661
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2009 2:41:15 PM
Creation date
10/27/2006 8:41:09 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
01-0661
Building Department - Name
GENERAL HOME DEV
Address
38331 EUCALYPTUS DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />'1 <br /> <br />I <br />I <br />i <br />- --I <br />I <br />I <br />~ <br />i <br />J <br />I <br /> <br />'" <br /> <br />- - -- - - ~ - ~- - ~- -~- - - - - -- - - -- <br /> <br />~ <br /> <br />(n <br />w <br />Q <br />~ <br />? <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />FOR NUMBER OF BOLTS <br />AND SIZE OF POST (SEE <br />TABLE 2.3) <br /> <br />-- <br /> <br />ANCHOR (SEE DETAIL FOR <br />PAN OR COMPOSITE <br />PANEL) <br /> <br />~, <br /> <br />..., <br />J <br /> <br />BEAM AND POST SIZES <br />(SEE TABLE 2.1.1, <br />TABLE 2.1,2 AND I OR <br />TABLE 2.2.1, TABLE 2.2.2) <br /> <br />..., <br /> <br />~~ <br /> <br />\ <br />~\ <br /> <br />COLUMN NOTCHED TO <br />SUIT <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br /> <br />, <br />- - - - - - - - - -~ - - - - - - - - - - - ~ <br /> <br />U) <br />w <br /> <br />~ <br /> <br />rv <br /> <br /><{ <br />> <br /> <br />ROOF Pl,NEL SEE SECTION 7 <br /> <br />r <br /> <br />~ SIDE BEAM <br /> <br />L ';l-L <br />':9) ..., ~ <br />@, <br /> <br /> -- <br /> i <br /> '--- <br /> r <br /> ~ <br /> c- <br /> I <br /> I <br />~ ! <br /> . <br /> I <br /> ! <br /> I <br />\ \ I <br />" \ I <br />I <br />" \ <br />j <br /> <br />I <br /> <br />ANCHOR PER DETAIL I <br />FOR PAN OR <br />COMPOSITE PA1'JEL <br />FOR NUMBER OF <br />SOL TS AND SIZE OF <br />POST (SEE TABLE 2.3) <br />BEAM AND POST <br />SIZES (SEE TABLE I <br />2,1.1, TABLE 2.1.2 <br />AND I OR TABLE 2.2.1, <br />TABLE 2.2.2) <br /> <br />COLUMN NOTCHED TO <br />SUIT <br /> <br />@ --" <br /> <br />@ ~, <br /> <br />I <br /> <br />1 3/4" x 1 3/4" X 0.063" <br />RECEIVING CHANNEL <br />THRU SOL TED TO POST WI <br />THRU BOLTS FOR SIDE <br />BEAM (SEE TABLE 2.3 FOR <br />NUMBER OF 80L TS) <br /> <br />! <br />I <br />/ <br /> <br />CENTER NOTCH POST TO BEAM CONNECTION <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT <br />PO, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-&556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />2-14 <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, <br /> <br />I <br />
The URL can be used to link to this page
Your browser does not support the video tag.