My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
98-7966
Zephyrhills
>
Building Department
>
Permits
>
1998
>
98-7966
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2009 3:16:00 PM
Creation date
8/24/2006 2:31:17 PM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
98-7966
Building Department - Name
MAJESTIC OAKS
Address
3835 LACOSTA ST
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 />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS. <br /> <br />SECTION 2 <br /> <br />"r IS THCKNESS OF <br />RE~ POST <br /> <br />I <br />:". <br />N' <br />1-- <br /> <br />;::. <br />~ <br /> <br /> <br />TOP OF GRADE <br />~ <br />3" x 3" POST SEE TABLE <br />~ (2) 2" x Z' x "r ANGLE OR <br />(1) U CHANe.. x "r <br /> <br />3/a" x 3-VZ' BOLT <br /> <br />80 La 2500 PSI CONCRETE PAE-~ <br /> <br />. . <br /> <br />3" x 3" BASE <br /> <br />1 <br /> <br />16" <br /> <br />',' 1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION <br /> <br />r <br /> <br /> <br />POST N CONCRETE <br />#4 BAA 12" LONG <br /> <br />P~ CONCRETE <br /> <br />l". <br />;::. <br />I <br />N <br /> <br />r- <br /> <br />3" x 3" POST T\.RoJ BOL TED <br />TO ANCHOR RISER <br /> <br />2-3/4" x 2-3/4" x 2-V2" <br />LONG x Va" TlBNG <br /> <br />WE1..DED CONECllON <br /> <br />REFER TO TABLE 2 . 4 <br /> <br /> <br />FASTEN PER TABLE 2 , 5 <br /> <br />o <br /> <br />: > <br />>k-- ~ <br />I IV <br />J.-- L ---J <br /> <br />12" x 12" x V 4" PLA. TE <br /> <br />3-V2" CONe. SLAB <br /> <br />ISOLA TED FOOTING <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />TYPE I <br />FLA T SLOPE / NO FOO~ <br />0-2"/12" <br /> <br /> <br />(1) #5 BAA CQNT, <br /> <br />2'-0" MIN. l". <br />BEFORE SLOPE ;::. <br />f 1" cJ, <br />~ <br /> <br />TYPE <br />MOOERA. TE SLOPE FOOrnG <br />2"/12" - 1'-10" <br /> <br />TYPE III <br />STEEP SLOPE FOOTNG <br />) f-1O" <br /> <br />NOTES; t NO FOOTING REOlARED EXCEPT WJ-EN ADDRESSNG EROSION EXCEPT FOR EXlSTNG <br />SLAB WITHOUT RENFORce.ENT. TIEN TRBUTAAY ROOF AREA LMTED BY TABLE 2 . 4 <br />2. MONOUTHIC SLABS OR FOOTNGS SHALL BE MN. 2,500 PSI CONCRETE WITH ex6-1Ox1O <br />WElDED WIRE t.ESH OR FBER t.ESH MAYBE USED N LEU OF t.ESH. <br />3, F LOCAL BUl.DNG CODES RE~S A MNt.U.4 FOOTNG USE TYPE I FOOTN3 OR <br />FOOTNG SECTION REOURED BY LOCAL CODE. LOCAL CODE GOVERNS. <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />Lawrence E" Bennett, P.E. <br />ava. ENOH:ER - DEVaOPMENT CONSI.L T ANT <br />P,O. BOX <4388, SOUTH DAYTONA, Fl 32121 <br />TEU:PtiOtoE (90<4) 787-04n04 <br />FAX (90<4) 787-8558 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOLE OR N PAAT WITHOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BEN'oETT, P.E. <br /> <br />PAGE <br /> <br />53 <br />
The URL can be used to link to this page
Your browser does not support the video tag.