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6901 Wagon Trail St
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6901 Wagon Trail St
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Last modified
3/21/2025 9:47:49 AM
Creation date
2/24/2025 9:46:12 AM
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Building Plans
Street #
6901
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20571
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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN C420UTED <br />CELL SEE PLAN FOR SIZE AND <br />STEEL REINFORCING INGROUTED <br />CELL SEE PLAN FOR SIZE AND <br />rT- <br />QO d <br />SPACING REQUIREMENTS <br />a r <br />SPACING REQUIREMENTS <br />�••T- v'• <br />. <br />w <br />U_ <br />W <br />J° �j " <br />GARAGE DOOR <br />RECESS <br />ir <br />...I <br />FM <br />0' <br />8" GMU WALL <br />O N <br />W CMU WALL <br />J � CORNER BARS, SAME SIZE AS BAR <br />O. <br />c <br />IN FOUNDATION WITH .'LEG EACH <br />d <br />u! V <br />M <br />.- 0' <br />TOP OF SLAB <br />- �• <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... ! °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />to U) <br />��'—• <br />\ /-I VARII <br />MATCH AMOUNT OF CONTINUOUS BARS <br />7�L� <br />"�, <br />CURB FOR <br />MASONRY <br />EXT. PORCH SLAB <br />W/ <br />n <br />'e.� <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1-STORY) <br />#3 ,S' <br />. <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />Il. <br />I _ILL <br />... a. 1 CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�;0, <br />UNITS SET <br />AT <br />AT ELEV: <br />1/2" ISOLATION <br />6" CHAMFER (2-STORY) <br />W/ 1/2" ISgATION <br />• (1-STORY) <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />#4 <br />SEE SCHEDULE #6 <br />24" <br />30' <br />JOINT(VMERE <br />APPLICABLE) <br />6" CHAMFER (25TORV) <br />•! i <br />4 EE SCHEDULE <br />.." <br />FO <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />S <br />FOR WxD, BAR SIZE <br />#8 <br />38" <br />- <br />FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS UN PROVIDE THE (EAST <br />AND BAR QUANTITY <br />#7 <br />42" <br />� <br />AND BAR QUANTITY <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO <br />,/�EXTERIOR MONO —FOOTING <br />r��EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />L <br />SCALE:3/4"=1'4r <br />SCALE:3/4"=,'_o•' <br />@ GARAGE <br />, CORNER BARS DETAIL <br />, DOOR OPENING <br />v SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=1'-0' <br />w <br />NEW REINF. SAR <br />O a SECURED W/2-PART <br />2" CAPPED <br />a g EPDXY. M,N. EMBED <br />I <br />GALVANIZED PIPE <br />3 8", UNO <br />W/FLANGE 0 BASE <br />= p FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />4 <br />N <br />USE AND <br />H <br />M <br />m PREPARATION OF <br />HOLE. <br />Z V <br />SECURE FLANGE TO <br />w <br />J <br />SLAB W/(4) 1/4" X 2 IW <br />TAPCONS <br />.e� <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />__ <br />c <br />SCALE 34"=i'-0' <br />V <br />SCALE: 3/4"=V-0' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />o <br />U <br />IL <br />o `n <br />8" CMU WALL <br />�Z <br />I•" .: _ _� TOP OF SLAB <br />SEE SLAB SCHEDULE <br />Z <br />2 <br />'ISOLATED" COLUMN PAD <br />m <br />CENTERED UNDER WALL AND <br />=�...�� POURED MONOLITHICALLY WITH <br />�- - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />.tom= <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO— <br />FOOTING AND COL. PAD <br />.L <br />I O <br />SCALE: 3/4"=V-0" <br />4 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdes*kgLoup.com <br />AA #: 0003325 <br />sumoxv. se LOT: <br />SILVERADO <br />LOT #14 <br />BLK. #12 <br />PMOJWT*► <br />04128.002-14121 <br />moos.: <br />4EBB <br />)'1828—CALL" <br />GARAGE 8WDM: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />ARCHMOT: <br />BTATF OF FLORIDA <br />OCT I&M <br />ROLAW <br />AR NO 93723 <br />Dw10/23/18 <br />sCALIM 1/4"=f-0 <br />smM= <br />S1.1A <br />
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