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6976 Silverado Ranch
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6976 Silverado Ranch
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Last modified
3/21/2025 11:24:40 AM
Creation date
2/19/2025 11:44:54 AM
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Building Plans
Street #
6976
Location
Silverado Ranch
Contractor
DR Horton
Building Plans - Permit #
21278
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30' <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />Z. <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />° <br />v _ <br />CrrELL SEE PLAN FOR SIZE AND <br />s a <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />s v v— <br />0}_ <br />SPACING REQUIREMENTS <br />Q <br />7L,: SPACING <br />j <br />-_,' <br />-{--� T� <br />GARAGE DOOR <br />QQ <br />m U <br />m U <br />W°' <br />- <br />v <br />�FM <br />RECESS <br />a <br />Q <br />`I� <br />g 0 <br />a <br />N Z <br />8"CMU WALL <br />+ 0-0' <br />0: /n <br />Q <br />8" CMU WALL <br />+- rye' <br />-I <br />"' <br />, I CORNER BARS, SAME SIZE AS BAR <br />I>� I WAYATALL I CHANGES N DIRECTIONS <br />W W <br />pp <br />/n N <br />8„ <br />• - <br />TOP OF SLAB <br />I .., - ° SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />- <br />MATCH AMOUNT OF CONTINUOUS BARS <br />MURBNOR <br />- VARI S <br />� <br />ASS RY <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />SIZE <br />4" CHAMFER (1STORY} <br />48 BAR DIA. <br />; <br />EXT. PORCH SLAB <br />SEE 6LAB SCHEDULE TOP OF GARAGE <br />" <br />7AND <br />°- v. CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT 6EE SCHEDULE <br />" �;0„ <br />UNITS SET <br />EaBAR <br />AT ELEV: <br />W/ 117 ISOLATION <br />JOINT (WHERE <br />,. B' CHAMFER (2STORV) #3 18" <br />♦ •p4 44^ <br />CHAMFER (1-STORY) <br />W/ 1/2ISOLATION CHAMFER (2-STORY) <br />0'1Y' <br />APPLICABLE) i <br />SEE SCHEDULE <br />30" <br />Jowl (WHERE <br />APPLICABLE) <br />E SCHEDULE05 <br />ZWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE e6 <br />3„ <br />WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />M7 <br />42 <br />r—,1EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 SCALE:3l4"=,'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"-1'-0" <br />W <br />uj <br />I <br />> NEW REINF. BAR <br />O 0_ SECURED W/ 2- PART <br />5 <br />Z'CAPPED <br />GALVANIZED PIPE <br />0. I EPDXY. MIN. EMBED <br />g 8", ONO <br />WIFLANGE 0 BASE <br />0 FOLLOW ALL MANF. <br />e: SPECIFICATIONS FOR <br />USE AND <br />I <br />R <br />h <br />PREPARATION OF <br />HOLE. <br />W <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 2 VIC <br />TAPCONS <br />QQ- <br />4"CHAMFER (15tORY) <br />8" CHAMFER (2-STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />(� <br />SCALE: 3W'=1'-U' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />g <br />oa. <br />o: <br />Lu <br />�L) <br />7 <br />p 8" CMU WALL <br />+- 94L <br />TOP OF SLAB <br />1SEE SLAB SCHEDULE <br />z"ISOLATED"COLUMN <br />PAD <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />T <br />FOUNDATION AND SLAB <br />EDULE <br />BAR SIZE <br />UANTITY <br />COMBINED EXTERIOR MONO - <br />FOOTING AND COL. PAD <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 327W <br />PM: 407-7744078 <br />FAX 407-774.4078 <br />www.abdes gngroup.eom <br />AA #-. 0003326 <br />BvaD=v. S. LOT: <br />SILVERADO <br />LOT 9 <br />BLK 7 <br />PROJECT# <br />04128.002-09071 <br />MODELe <br />4EBB <br />"1828—CALI" <br />GARAGE SIMKO: <br />RIGHT <br />PAGE <br />DETAILS <br />%.150 MPH EXP. V <br />PRINT 01/17/19 <br />DATE: <br />BCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />
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