My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
97-6953
Zephyrhills
>
Building Department
>
Permits
>
1997
>
97-6953
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2009 3:05:08 PM
Creation date
8/10/2006 8:41:55 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
97-6953
Building Department - Name
CHOULTIER,YOON
Address
39212 9TH AV
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
18
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 />~ <br /> <br /> <br />, <br />I BEAM TO GUTTIER DET A~LS I <br /> <br /> <br />-- <br />- <br /> <br />-- <br /> <br />-- <br /> <br />2" . .075 AlUlA. ANGlE CLIP <br />(1) 0 EACH BEAlA LOCATION <br />(2)-#10 SlAS <br /> <br />(4)-#12 . 3/4" SMS INTO CUTlER (1" MIN. SEPARATION) <br />2' SlAB SEE SPAN CHARTS <br />(4)-112 . 3/4" SlAS EACH SIDE <br /> <br />SEE CUTlER TO FASCIA <br />DETAILS <br /> <br />#8 SlAS THRU CHANNEL INTO BEAM <br /> <br />~5. <br /> <br />2 1/8' . 1 1/2' REC. CHANNEl .062 <br /> <br />STRUCTURAL GUTTER <br /> <br />I <br />I <br />" <br /> <br /> <br />2 l/B" . I" REC. CHANNEL .062 <br /> <br />-....... <br /> <br />2" 5MB SEE SPAN CHARTS <br /> <br />2 . 2 . .093 ANGLE <br /> <br />SEE CUTlER TO FASCIA <br />DETAILS <br /> <br />(2)-1'0 SMS <br /> <br />(4)-110 SMS INTO BEAlA ( EACH SID!:) <br /> <br />(2)-112 . 3/4" SlAS INTO GUTlER <br />(I" lAIN. SEPARATION) <br /> <br />18 SlAS THRU CHANNEL INTO BEAM <br /> <br />~5. <br /> <br />%-; <br />I <br /> <br />)J <br />''<1 <br /> <br />:, <br /> <br />:1 I <br /> <br />I <br /> <br />2" . .075 ALUlA. ANGLE CLIP J <br />(I) 0 EACH BEAM LOCATION <br />./ <br /> <br />2" SlAB SEE SPAN CHARTS <br /> <br /> <br />-- <br />- <br /> <br />- <br /> <br />--, <br /> <br />2 . 2 INTERNAllY r ASTENED TO BEAM <br />Vt1TH (2)-I'O . 1 1/2" SMS <br /> <br />SEE GUTlER TO r ASCIA <br />DETAILS <br /> <br />~.45' <br />--,- <br /> <br /> <br />(4)-#12 . 3/4 SMS EACH SIDE <br />(4)-#12 , 3/4 SlIS INTO CUTlER (," MIN. SEPARATION) <br />2 1/8" . 1 1/2' REC. CHANNEL .062 <br /> <br />2" . .075 AlUlA. ANGLE QIP <br />(1) 0 EACH BEAM LOCATION ../ <br />./ <br /> <br /> <br />2" SlAB SEE SPAN CHARTS <br /> <br />-- <br />- <br /> <br />----, <br /> <br /> <br />SEE GUTlER TO r ASClA <br />DETAILS <br /> <br />DOOR JAMB INTERNALLY F AS1ENED TO BEAM <br />Vt1TH (2)-I'0 . 1 1/2' SMS <br /> <br /> <br />445 <br /> <br />I <br />I <br />~ <br />r <br /> <br />(4)-#12 x 3/4 SlAS EACH SIDE <br />(4)-II2 x 3/4 SMS INTO GUTlER (1' MIN. SEPARATION) <br />2 I/B" xII /2" REC. CHANNEL .062 <br /> <br />NOTE: <br />AL ENGINEERING, INC. DOES NOT WARRANTEE. EITHER EXPRESSlY OR IMPLIED, THE STRUCTURAL INTEGRITY or THE EXISTING STRUC1URE <br /> <br />~ ALUMiNUM STRUCTURES MASTER PLAN <br />~tIC. @ COPYRIGHT AL, INC. 1994 <br /> <br /> <br />I' . <br /> <br /> <br />I ' <br /> <br />491 <br /> <br />i~ <br />
The URL can be used to link to this page
Your browser does not support the video tag.