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7891 Sail Clover Ln
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7891 Sail Clover Ln
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Last modified
3/20/2025 5:06:15 PM
Creation date
2/24/2025 9:27:03 AM
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Building Plans
Street #
7891
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
2212
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TIE VERTICAL REBAR <br />TO HORIZATIONAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />TIE VERTICAL REBAR <br />VARIES PER ELEV. <br />Z <br />,. <br />a. <br />..•. <br />... <br />• - 'i <br />0. .. ' a. <br />TO HORIZONTAL <br />REBAR W710" HOOK <br />r <br />e. <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />Z b <br />4 '4.. <br />a <br />i <br />5 <br />• ( •° <br />#SBARs <br />S <br />O <br />FEll`0 <br />10" HOOK <br />4— <br />la- <br />•�. <br />w <br />Ell. <br />,�-j. <br />• .a <br />. <br />.••,; <br />'•.,• <br />".�� :! <br />��'4•• <br />- <br />p CLEAN OUT REQUIRED <br />�,-0„ <br />Q FOR INSPECTION <br />m <br />�c <br />O <br />0'-0" FIN. FLR. <br />'tea TIE ERTICALREBAR <br />O <br />ji <br />b • TO HORIZONTAL <br />;I <br />■ R <br />REBAR W/ 10" HOOK <br />BAR SIZE 48 BAR DIA. <br />• <br />Z w <br />#3 18" <br />If4 24" <br />#s 3a' <br />CMU UNIT DIMENSIONS <br />0 ARE NOMINAL SIZES <br />BAR SIZE 48 BAR DIA <br />OFFSET METHOD CONTINUOUS <br />#6 36" <br />#7 4z' <br />HORIZONTAL/VERTICAL <br />HORIZONTALNERTICAL <br />METHOD <br />4 24•' <br />#5 30" <br />e/ <br />�( 3 MASONRY SYMBOLS <br />SCALE: 3/4'�T-9' <br />�, <br />REINFORCING <br />%,� <br />REINFORCING <br />SCALE' 3/4"=1'-0" <br />Ow <br />U <br />O a NEW REINF, BAR <br />SECURED W/2- PART <br />a <br />a I EPDXY. MIN. EMBED <br />g 5', UNO <br />= Q FOLLOW ALL MANF. <br />uj SPECIFICATIONS FOR <br />F w USE AND <br />¢ PREPARATION OF <br />V, <br />Z m HOLE. <br />w <br />o n <br />�.b <br />STEEL REINF. OF <br />BOND. BEAM <br />ADDING BAR TO <br />BOND BEAM <br />4 <br />SCALE: 3/4"=1'A' <br />1 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003325 <br />F <br />
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