My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7519 Sail Clover Ln
Zephyrhills
>
Building Department
>
Building Plans
>
7519 Sail Clover Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 5:37:01 AM
Creation date
2/24/2025 9:37:00 AM
Metadata
Fields
Template:
Building Plans
Street #
7519
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
4507
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
42
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
TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/10'HOOK <br />1 <br />- GROUTED BOND BEAM <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />0'-0' FIN. FLR. <br />TIE ERTICALREBAR <br />TO HORIZONTAL <br />REBAR W/ 10' HOOK <br />BAR SIZE 148 BAR DIA <br />#3 iB' <br />#4 24" <br />MO <br />#5 30° <br />#8 38 <br />#7 42" <br />HORIZONTAUVERTICAL <br />� <br />REINFORCING <br />SCALE: 3/4"=1'-P <br />NEW REINF. BAR <br />SECUREDW/2-PART <br />..] EPDXY. MIN. EMBED <br />] 8", LINO <br />w FOLLOW ALL MANF. <br />o SPECIFICATIONS FOR <br />USE AND <br />PREPARATION OF <br />HOLE. <br />d <br />d <br />.d <br />STEEL REINF. OF <br />BOND.BEAM <br />ADDING BAR TO <br />4 BOND BEAM <br />OFFSET METHOD CONTINUOUS BAR81ZE 48BARDIA <br />METHOD 94 24" <br />HORIZONTALNERTICAL #5 30' <br />REINFORCING (D_ <br />30 <br />#7 47' <br />SCALE: <br />#5 BARS <br />■I <br />a <br />a§ <br />CMU UNIT DIMENSIONS <br />� ARE NOMINAL SIZES <br />MASONRY SYMBOLS <br />STEEL REINFORCING IN GROUTED <br />ssom CELL SEE PLAN FOR SIZE AND <br />< <br />SPACING REQUIREMENTS <br />5a <br />8" CMU WALL <br />TOP OF SLAB _ <br />q TOP OF SLAB <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />BAR SIZE 48 BAR DIA <br />° <br />W/ 1/2" ISOLATION <br />e" CHAMFER (2STORYI <br />#3 1S, <br />JOINT (WHERE <br />f <br />#4 24" <br />APPLICABLE) <br />i MATCH STEEL <br />#S 30' <br />a REINFORCEMENT <br />38" <br />8" PVC CHASE <br />THRU FOOTING <br />N PER SCHEDULE <br />'6 <br />#7 42' <br />8" PVC CHASE 7HRU FOOTING <br />MATCH STEEL <br />REINFORCEMENT <br />SEE SCHEDULE <br />PER SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTRY <br />PVC CHASE <br />FOOTING <br />O��.ITHRU <br />ALE : 3/4"=141 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdefigngroup.eom <br />AA #: 0003325 <br />m <br />a <br />O <br />Ila <br />aulwiv. & LOT: <br />ABBOTT PARK <br />LOT #11 BLK. #12 <br />PHASE:4C <br />PRO"=T# <br />0418 . 4C-1 12 <br />MODZU <br />4EHB <br />"2605-HAYDEN" <br />OARAOs awtNO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DA& 12/7/21 <br />aCALE: 1/4"=1'-0" <br />aHMET <br />S1.2A <br />
The URL can be used to link to this page
Your browser does not support the video tag.