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6994 Silverado Ranch Blvd
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6994 Silverado Ranch Blvd
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Last modified
3/21/2025 11:54:24 AM
Creation date
2/19/2025 11:51:01 AM
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Building Plans
Street #
6994
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
21386
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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />IV <br />Z <br />-- <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q R <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />�•• <br />• T_ <br />a <br />} <br />SPACING REQUIREMENTS <br />O >_ <br />SPACING REQUIREMENTS <br />v_ <br />O <br />Q W <br />W <br />U <br />N <br />�T�._..' .r:�_ • <br />GARAGE DOOR <br />RECESS <br />m — <br />K y <br />¢ <br />FM <br />•.. <br />D <br />N <br />- 2 <br />8" CMU WALL <br />O <br />8" CMU WALL <br />• CORNER BARS, SAME SIZE AS BAR <br />W W <br />8' <br />O <br />m <br />• •I IN FOUNDATION WITH XT LEG EACH <br />w = <br />'d ' WAY AT ALL CHANGES DIRECTIONS <br />10 <br />TOP OF SLAB <br />•I I CONTINUOUS <br />.. <br />• <br />—_ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />. <br />•I <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4"CHAMFER(iSTORY) <br />#3 18' <br />.... ' <br />EXT. PORCH SLAB <br />1 //�. <br />- <br />ARIES <br />alj • - TOP OF GARAC� <br />SEE SLAB SCHEDULE <br />I� <br />I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />- <br />7;O- <br />MASONRY <br />TSNRY <br />1 SET <br />AT ELEV: <br />W/ 1t2 ISIXATION <br />JOINT (WHERE <br />8" CHAMFER (2STORY) #4 <br />24 <br />W/ 1/2" ISOLATION•-' <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />..' <br />APPLICABLE) <br />z <br />—SEE SCHEDULE <br />#5 <br />3P <br />JOINT (WHERE. <br />•' a EE SCHEDULE <br />d. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />#6 <br />36" <br />APPLICABLE) <br />Z <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE (EAST <br />AND BAR QUANTITY <br />� <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />42" <br />v <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />BCALE:34"=1'-P' <br />2 <br />SCALE: <br />@ GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 <br />SCALE: 3/4"=1'-P' <br />4 SCALE: 3/4"=1'-P' <br />W <br />W J <br />2" CAPPED <br />iL <br />> N NEW REINF. 84R <br />GALVANIZED PIPE <br />W/FLANGE @ BASE <br />O d SECURED W/2-PART <br />a g I EPDXY. MIN. EMBED <br />Q 8", UNO <br />- <br />=p FOLLOW ALL MANF. <br />K SPECIFICATIONSFOR <br />N Q USE AND <br />I <br />SECURE FLANGE TO <br />1- <br />PREPARATION OF <br />v <br />SLAB W/(4) 1/4" X 2 1/4" <br />TAPCONS <br />HOLE. <br />Z <br />W cr <br />e� <br />fCHAMFER (I-STORY) <br />6CHAMFER (2-STORY) <br />��� <br />BOLLARD <br />ADDING BAR TO <br />SCALE: 3/4"=1'-P' <br />MONOLITHIC FOUNDATION <br />6 <br />SCAT-1-1 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />as <br />or <br />rr t <br />mw <br />U <br />� J <br />a <br />p N <br />8" CMU WALL <br />M <br />p {y <br />TOP OF SLAB <br />I T' <br />SSEE SLAB SCHEDULE <br />i <br />z <br />'ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />��F <br />POURED MONOLITHICALLY WITH <br />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 />SCALE: 3/4"=1'-P' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />w .abdesigngroup.com <br />L AA 5: 0003325 <br />m� <br />pi <br />V <br />0 <br />W <br />O <br />�ee <br />C <br />1 <br />C <br />DAT ., 1/17/19 <br />aKEW <br />st.1A <br />
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