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7101 Silverado Ranch Blvd
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7101 Silverado Ranch Blvd
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Last modified
3/20/2025 5:55:21 PM
Creation date
2/19/2025 12:21:15 PM
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Building Plans
Street #
7101
Location
Silverdao Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
21856
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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING INGROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />.I[["�•• ° <br />IL <br />r <br />C <br />SPACING REQUIREMENTS <br />O t <br />¢¢ <br />m U <br />SPACING REQUIREMENTS <br />w <br />+ >_ <br />lq� '�' '�_.. T• <br />GARAGE DOOR <br />RECESS <br />N <br />Q <br />�FM <br />•.. <br />W <br />Ix y z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />�� CORNER BARS, SAME SIZE AS BAR <br />W W <br />g• <br />O ;O g <br />o <br />io = ' <br />• 1 <br />, I 1 IN FOUNDATION WITH 30' LEG EACH <br />W U <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... • °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />W N <br />TOP OF SLAB <br />_ <br />EE <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I • <br />CURB FOR <br />° <br />IRCH S <br />EXT. PORCH SLAB <br />W/ <br />4 • <br />^�� <br />SLAB <br />LAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />43 1S' <br />- V I <br />• 6EE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB 4'• CHAMFER <br />I <br />. I•I.�' fLL <br />'"a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />7;p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />NT <br />JOINT (WHERE <br />8" CHAMFER (2STORV) <br />#4 <br />24" <br />W/ +/2" I80lATION <br />(1STOIR <br />e 8" CHAMFER (2STORY) <br />p _a• <br />APPLICABLE) z <br />SEE SCHEDULE <br />SP <br />JOINT (NMERE� <br />APPLICABLE) <br />z a. EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />36 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (is, 2 TO 3, PROVIDE 2 BARS), UNO <br />N7 <br />47 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scnLE:34°=r-o <br />2 <br />GARAGE SCALE: <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ <br />3 <br />4 <br />scALE: 3/4•=r-a' <br />SCALE: 3r4•=n(r <br />I <br />O❑ N NEW REINF. BAR <br />a SECURED W/2-PART <br />2" CAPPED <br />p_ 5 EPDXY. M,N. EMBED <br />GALVANIZED PIPE <br />g 8", UNO <br />W/FLANGE ® BASE <br />p FOLLOW ALL MANF. <br />co y SPECINCATIONSFOR <br />4 <br />Q USE AND <br />PREPARATION OF <br />HOLE. <br />SECURE FLANGE TO <br />Z cr <br />U+ <br />J <br />SLAB W/(4) 1/4" X 2 1/4" <br />}� O <br />TAPCONSIL <br />Q� <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2STORV) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />6 <br />scA1.E: 3/4"=r-Ir <br />scALE: 3-a"=r-a' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />of <br />a � <br />ON 8" CMU WALL <br />�? a• <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />z <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />— - FOUNDATION AND SLAB <br />'�.s, SEE SCHEDULE <br />•2j„a <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />wwwabdes16R6+oW.eom <br />AA N: 0003325 , <br />a <br />Ila <br />W <br />q <br />W <br />4 <br />OW <br />L11 <br />ITIT-D-1 <br />BUDDIV. Jt LOT: <br />SILVERADO <br />LOT #67 <br />BLK. #6 <br />PIlOJSCT <br />04128.002-67061 <br />MODSIA <br />4EBB <br />"1828—CALI" <br />OAKAGZ DWDM: <br />LEFT <br />PADS: <br />DETAILS <br />150 MPH EXP. B <br />B7ATE 0111DA <br />z <br />S1.1A <br />
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