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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />?� STEEL REINFORCING IN GROUTED <br />— <br />g CELL SEE PLAN FOR SIZE AND <br />1 ,., CELL SEE PLAN FOR SIZE AND <br />111 • <br />SPACING REQUIREMENTS <br />o <br />S 2 SPACING REQUIREMENTS <br />E <br />v <br />° i <br />GARAGE DOOR <br />u H <br />I • <br />FM... <br />RECESS <br />i 8"CMU WALL <br />8" CMU WALL <br />I ° p CORNER BARS, SAME SIZE AS LARGER BAR <br />e. <br />b f <br />i <br />., <br />. 1 IN FOUNDATION WITH 30" LEG EACH <br />W <br />w H <br />+_ d-0" <br />° - TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />% SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLOBCHAMFER (15TORY) <br />VARIES <br />, <br />SEE SLAB SCHEDULE TOP OF GARAGE,a <br />EX <br />EXT. PORCH SLABW/1/2" <br />-SEE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7:0. AT ELEV: <br />ISOLATION CHAMFER (2STORY) <br />(WHERE #4 <br />gAND <br />1/2" ISOLATION - 4"CHAMFER (1STORY)JOINT <br />6' CHAMFER (2-STORY)APPLICABLE) <br />iEE SCHEQULE <br />M6' <br />JOINT'WHEREt� <br />APPLICABLE 4 SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />R NAD. BAR SIZE <br />#6 <br />FOR WWD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTTY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:34"=1'0 <br />@ GARAGE SCALE:3/4"=1'-0" <br />4 <br />SCALE: 3/4"=T-O" <br />SCALE: 3/4"=V-0" <br />(1) #6 REBAR VERTICALLY W/ CONC. <br />POURED CELL <br />Y CMU <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/16d COMMON <br />a 5 04 RESAR 024" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />$ SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />z� <br />zrc <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />7' CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />5 SECURED W/2-PART <br />SPACING. SINGLE 6TM, PLATE 1/2'W" WEDGE ANCHOR W/2' <br />W/FLANGE 0 BASE <br />I EPO NYO MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />° <br />EPDXY 5-1/2" EMBED. MIN. 16' OC <br />° <br />§ <br />H FOLLOW ALL MANE <br />SIMPSON SPH4 OR SPH6 <br />N I § 4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />AND <br />I <br />BTM AND TOP PLATE <br />ya <br />6'k6" #10 NNJM ON <br />SECURE FLANGE TO <br />USE <br />z $ PREPARATION OF <br />ANCHORS W/ 10d x 1 112' <br />6-MIL POLY ETHYLENE <br />z VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 21/4" <br />J 4' 4, HOLE. <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d w <br />• II ''� WELL -COMPACTED <br />° <br />TAPCONS <br />x 3" SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />1 <br />��O} <br />TREATMENT SHALL BE <br />°t <br />n •° BORA-CARE <br />44 <br />P <br />TOP OF SLAB <br />• <br />(2) CONT. #4 REBAR <br />4" CHAMFER (I -STORY) <br />< e <br />• <br />f <br />6' CHAMFER (2-STORY) <br />. a <br />• 4 (2) #5 REBAR ON CHAIRS <br />12" MIN. DEPTH INTO z 2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTED SOIL <br />EQ. EQ. SCHEDULE <br />VSEE <br />IRGIN OR ENGINEERED SOIL <br />FOR MD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'S" PER PLAN <br />BOLLARD <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />SCALE: 3/4"=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />�+ <br />W/ BLOCK WALL <br />8�"ALE:G <br />3/4"=l'-d' <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4" O/C 6TM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />z <br />WALL W/ BY P No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PLATE <br />g <br />PROVIDE DBL TOP PLATE SECURE ST. PLATE TO <br />BTM. PLATE TO BE PT. SECURE ST. TO <br />PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL <br />SLAB W110d MASONRY <br />17' O/C STAGGERED. <br />$ j <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />g w <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />z <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />'.'o W CMU FILLED CELL (TYP.) <br />b TOP OF SLAB <br />w <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />:I° <br />2X WALL FRAMING <br />• SEE SIAB SCHEDULE <br />1/7' DIA. SIMPSON STB2 BOLTS 5" <br />+-d{1' <br />z m <br />%'" MINIMUM EMBEDMENT INTO <br />TOP OF SLABNt <br />TOP OF SLAB -.e <br />i <br />"ISOLATED COLUMN PAD <br />. GROUTED CELL, 4"FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />°• <br />-a POURED MONOLITHICALLY WITH <br />a <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FORWxD,BAR SIZE <br />- - - FOR WxDBAR SIZE <br />. / AND BAR QUANTITY <br />AND BAR QUANTITYLE <br />FOR V*D, BAR SIZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIGWALL TO <br />QUA" <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />SCALE 3/4'-1'-d' <br />(NO UPLIFT) <br />10 SCALE 34"=1'-0" <br />11 SCALE:34"=1'-d' <br />sCALE:3/4"=V-0" (NO UPLIFT) <br />Ii N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />U <br />% <br />W <br />L <br />O <br />SEMDIV. Se LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #12 <br />PHASE 4C <br />PROJECT* <br />04181.04C-05121 <br />MODEL• <br />4EBB <br />"1828—CALI" <br />CARACE SWING: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />mm <br />DA 10/28/21 <br />SCALE: 1/4"=V-0" <br />SHEET <br />S1.1A <br />