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6952 Silverado Ranch Blvd
Zephyrhills
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6952 Silverado Ranch Blvd
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Last modified
3/21/2025 10:30:14 AM
Creation date
2/19/2025 11:34:30 AM
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Building Plans
Street #
6952
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
21275
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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />Z <br />STEEL REINFORCING IN GROUTED <br />2 <br />STEEL REINFORCING IN GROUTED <br />> — <br />CELL SEE PLAN FOR SIZE AND <br />a a <br />8 <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />71 <br />ve_ <br />0 IrL. <br />SPACING REQUIREMENTS <br />W <br />SPACING <br />,�— <br />.. <br />GARAGE DOOR <br />W <br />m U <br />W <br />¢ <br />W <br />RECESS <br />�(L <br />Q <br />� FM <br />gp <br />0. <br />/n Z <br />8" CMU WALL <br />N <br />O <br />8"CMU WALL <br />e . CORNER BARS, SAME SIZE AS BAR <br />I <br />W Ill <br />9" <br />O io <br />Z <br />dam' <br />IN FOUNDATION WITH 30" LEG EACH <br />W U <br />N <br />" WAY AT ALL CHANGES IN DIRECTIONS <br />tq <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURBFOR <br />- VAF IESl <br />MASONRY <br />PORCH SLABCHAMFER <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />(iSTORY) <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH <br />LL <br />o CONTINUOUS STEEL MONOLITHICEXT. <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />��De <br />UNITS SET <br />AT ELEV:CHAMFER <br />1/7' ISOLATION <br />(2STORY) ♦3 <br />gAND <br />16' <br />SLABW/ <br />W/ 1/2"ISOLATION <br />I4"CHAMFER (1STORY) <br />-' <br />ATJOINT <br />(WHERE <br />Z <br />p4 <br />SCHEDULE <br />24" <br />JOINT (WHERE <br />` <br />6CHAMFER (2-STORY)APPLICABLE) <br />• • EE SCHEDULEAPPLICABLE) Z c.WHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />06 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AR QUANTITY <br />36, <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />r,, EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:34"=1'-0" <br />@ GARAGE SCALE:3/4"=1'-0" <br />/ \ <br />/ e� \ CORNER BARS DETAIL <br />4 DOOR OPENING <br />W <br />O I <br />NEW REINF. BAR <br />O a SECURED W/ 2-PART <br />g <br />7CAPPED <br />IL I EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />S 8", UNO <br />W/FLANGE 0 BASE <br />C1 FOLLOW ALL MANF. <br />K SPECIFICATIONS FOR <br />USE AND <br />( <br />PREPARATION OF <br />HOLE. <br />SECURE FLANGE TO <br />Z <br />SLAB W/(4) 1/4" X 2114" <br />TAPCONS <br />V's <br />4"CHAMFER (1STORY) <br />8" CHAMFER(2STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />c <br />V <br />SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />o(L <br />W <br />w <br />aO <br />8" CMU WALL <br />I[/•�--,+'—.- TOP OF SLAB <br />' SEE SLAB SCHEDULE <br />Z <br />"ISOLATED" COLUMN PAD <br />to <br />• CENTERED UNDER WALL A <br />POURED MONOLITHICALLY WNDITH <br />-1 - •? FOUNDATION AND SLAB <br />SEE SCHEDULE <br />/ FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />10 <br />SCALE: 3/4"=T-0" <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdaslgngroup.com <br />L AA0:0003325 <br />— mo <br />BVHDM ae LOT: <br />SILVERADO <br />LOT 7 <br />BLK 7 <br />PROJECT* <br />04128.002-07071 <br />MODEL: <br />4EBB <br />"1828-CALM" <br />GARAGE 8111117NO: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. BJ <br />DA pmqT 01/17/19 <br />BCALE: 1/4"=V-0" <br />8itEET <br />S1.1A <br />
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