My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
97-6530
Zephyrhills
>
Building Department
>
Permits
>
1997
>
97-6530
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2009 3:06:04 PM
Creation date
8/2/2006 6:30:33 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
97-6530
Building Department - Name
LITZHE,THOMAS
Address
6030 RIDGEWAY
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 />3/8" x 3-1/2. BOLT <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />80 LB. 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />3"x3" BASE <br /> <br />, <br />N <br />"- <br />I <br />,.., <br /> <br />1 <br /> <br />16. <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />POST IN CONCRETE w/ #4 ~ BAR <br />12" LONG <br /> <br /> <br />3" x 3" POST TURN SOL TED <br />TO ANCHOR RISER <br /> <br />n <br /> <br /> <br />2-3/4" x 2-3/4" x 2-1/2" <br />LONG x 1/8" TUBING <br /> <br />POURED CONCRETE <br />REfER TO TABLE 5 <br /> <br />+- <br /> <br />WELDED CONNECTION <br /> <br />'---' <br /> <br />> <br />~ <br />L- L -1~I/ <br /> <br />12" x 12. x 1/4" PLATE <br /> <br />T <br /> <br />2'-0" MIN, <br />BEFORE SLOPE <br />f , <br />..,.....I-t--- <br />1,III''';!;''I''l:' fl.' "1"11""'.' ,_" 'I'.'. <br />l:!:,;:";'t',, ,'I,:: 1,1;1", !,.", <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />NOTE: IF LOCAL BUILDING DEPARTMENT HAS A <br />MINIMUM FOOTING SPECIFICA llON, THAT <br />MINIMUM SHALL SUPERCEDE THESE PLANS, <br /> <br />3-1/2" CONC. SLAB <br /> <br />1~30LA TED FOOTING <br /> <br />NOTE: fiBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br /> <br />(1) #4 BAR CONT. <br /> <br />.,~. <br /> <br />I. : <br /> <br />I'LAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING <br />[) - 2"/12" 2"/12" _ 1'-10" <br /> <br />.'iOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P.S.1. CONCRETE W/ 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br />STEEP SLOPE FOOliNG <br />~ 1'-10" <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />'- <br /> <br />LAWRENCE E. DENNETT, P.E. <br />CIVIL ENGINEER oft DEVELOPMENT CONSUU'ANT <br />P. O. BOX 4368 SOUTH CM\YTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX /I 1 (904) 767.6556 <br /> <br />C COPYRIGHT, 1996 <br />NO r TO BE REPRODUCED IN WHOLE OR IN FJl>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E. <br /> <br /> <br />" <br />.J <br /> <br />43 <br />
The URL can be used to link to this page
Your browser does not support the video tag.