My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
97-6381
Zephyrhills
>
Building Department
>
Permits
>
1997
>
97-6381
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2009 3:06:26 PM
Creation date
8/1/2006 9:25:53 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
97-6381
Building Department - Name
BUDHELE,ROBERT
Address
5029 16TH 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 />ATTACHED ALUMINUM COVERS. <br /> <br />(2) 1-1/2" x 1-1/2" x "t" ANGLE <br />OR (1) U CHANNEL x "t" <br /> <br /> <br />TOP Of GRADE <br />3" x 3" POST SEE TABLE <br /> <br />(1) HAT CHANNEL x "t" <br /> <br />"t" IS 1l11CKNESS Of <br />REOUIRED POST <br /> <br />3/B" x 3-1/2" BOLT <br />BO LB. 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />1- <br />~ <br />I <br />I') <br /> <br />..:4' <br /> <br />'. 4 <br /> <br />. <br /> <br />. . <br /> <br />'4 <br /> <br />3"x3" BASE <br /> <br />I <br /> <br />16" <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />POURED CONCRETE <br /> <br />POST IN CONCRETE w/ 14 . BAR <br />12" LONG <br />~ <br /> <br /> <br />3" x 3" POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />C\ <br /> <br /> <br />2-3/4" x 2-3/4" x 2-1/2" <br />LONG x 1/B" TUBING <br /> <br />WELDED CONNECTION <br /> <br />REFER TO TABLE 5 <br /> <br />----- <br /> <br />> <br />"- ~ <br />LL-lV <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />f <br /> <br />2'-0" MIN. <br />BEFORE SLOPE <br /> <br />3-1/2" CONe. SLAB <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />NOTE: IF LOCAL BUILDING DEPARTMENT HAS A <br />MINIt.lUM FOOTING SPECIFICATION, THAT <br />MINIMUM SHALL SUPERCEDE Tl-tESE PLANS. <br /> <br />1~30LA TED FOOTING <br /> <br />1V <br /> <br /> <br />(1) 14 BAR CONT. <br /> <br />;""i:::.l,:Ii1,ulli;i,';, "e,', ;]'11["';'1' W-' <br />'-" ; I ~ I'I ;1!I: i :. I!'_j il!....'jll' ~.I . .i;. <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />rLA T SLOPE / NO FOOTING MOOERA TE SLOPE FOOTING <br />o - 2"/12" 2"/12" _ 1'-10" <br />NOTE: NO fOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P.S.l. CONCRETE wI 6 x ,6 - 10 x 10 <br />\'IHOED WIRE MESH OR FIBER MESH CONCRETE <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />'- <br /> <br />LAWRENCE E. BENNE'IT, P.E. <br />C1Vll.. ENGINEER &: DEVELOPMENT CONSUlIANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />fAX' 1 (904) 767-6556 <br /> <br />Q COPYRIGHT, 1996 <br />NO r TO BE REPRODUCED IN WHOLE OR IN FJt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />" <br />.:> <br /> <br />43 <br />
The URL can be used to link to this page
Your browser does not support the video tag.