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35561 Burma Reed Dr
Zephyrhills
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35561 Burma Reed Dr
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Last modified
3/4/2025 9:13:19 AM
Creation date
2/19/2025 12:16:05 PM
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Building Plans
Street #
35561
Location
Burma Reed Dr
Contractor
DR Horton
Building Plans - Permit #
405
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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10" HOOK <br />GROUTED BOND BEAM <br />VARIES PER ELEV. <br />—k <br />. e <br />1441 N. RONALD REAGAN BLVO <br />Z <br />LONGW000, FL 32760 <br />FM:407-774�8078 <br />FAX 407-774A078 <br />n <br />AA N: 0003326 <br />#5 BARS <br />• <br />B <br />b <br />CLEAN OUT REQUIRED <br />1 �� <br />FOR INSPECTION <br />m <br />� a1: <br />M <br />0'-0" FIN, FLR. <br />TIE RTICAL REBAR <br />TO HORIZONTAL <br />Eli <br />- <br />REBAR W/ la'HOOK <br />�— <br />a <br />k <br />BAR SIZE 48 BAR DIA.�c <br />Z #3 18" CMU UNIT DIMENSIONS <br />>O #4 24 Q ARE NOMINAL SIZES <br />U #5 30" <br />#s � O 3 MASONRY SYMBOLS <br />HORIZONTALNERTICAL SCALE: 314"=1'-0" <br />REINFORCING 40 <br />SCALE: 3!4"=1'•0" <br />Z <br />� STEEL REINFORCING IN GROUTED <br />O CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />G� <br />m U <br />Z 8" CMU WALL <br />TOP OF SLAB TOP OF SLAB 4 0 <br />e <br />SEE SLAB SCHEDULE ? w a <br />BAR SIZE F48 BAR DIA. > <br />EXT. PORCH SLAB 4 CHAMFER (I-STORY) <br />18„ <br />W/ 1, ISOIATION 6" CHAMFER (2-STORY) <br />JOINT (WHERE # #4 j 24" <br />APPLICABLE) Z_ ATCH STEEL #5 j 30" <br />6" PVC CHASE REINFORCEMENT #6 j 36" <br />PER SCHEDULE <br />auumv. !t LA7 <br />SILVERADO <br />LOT #10 <br />BLK #19 <br />PROJECT111111 <br />04128.062-10191 <br />MODEIa <br />4EAB <br />"1672— ARIA" <br />GARAGE s1/iNO: <br />RIGHT <br />PAGE: <br />DETAILS <br />6 PVC CHASE THRU FOOTING 150 MPH . B <br />THRU FOOTING #7 42" <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />THRU FOOTING ^ <br />4 BCALE:3/4"=1'-0" I 2 <br />,U L <br />nn <br />06A//0 <br />8CALE: 1/41 <br />sitll= <br />s12 <br />
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