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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />� A <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />— <br />• •�.•o <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />• _ <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS++'. <br />, . <br />r ' v� •- <br />I ' ram... `L^'!- <br />GARAGE DOOR <br />S2 <br />w <br />p.{.--�.•; <br />• <br />l—FMB• <br />RECESS <br />]],� <br />m <br />8"CMU WALL <br />�, <br />8" CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />6 { +-"IOy�I{�� <br />IN FOUNDATION WITH 30" LEG EACH <br />m w <br />+ 0. <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... •j ' SO THAT THE STEEL REINF. IS CONTINUOUS <br />'•I <br />j'/`�T� �'�'—• <br />' <br />^ ,q�__._.•��y,;—..., <br />1 <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />CURB FOR <br />- • <br />SEE SLAB SCHEDULE <br />T7.111• 4 BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />`. <br />"' <br />••y' <br />EXT. PORCH SLAB <br />/_ - V IES <br />_ SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />.I�I� I� <br />LL <br />�- a. CONTINUOUS STEEL MONOLITHIC <br />• FOOTING REINFORCEMENT SEE SCHEDULE=p. <br />MASONRY <br />UNITS SET <br />AT ELEV. <br />W/ 1/7' ISOLATION <br />^ <br />6" CHAMFER (2STORY) <br />W/ 1/7' ISOLATION <br />(1STORY) <br />0 -0" <br />JOINT (WHERE { <br />APPLICABLE z <br />{#4 24" <br />SEESCHEDULE fFS 30" <br />JOINT(WHERE <br />APPLICABLE) <br />6"CHAMFER (2-STORY) <br />: {. <br />A. BEE SCHEDULE <br />.. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />s <br />` <br />FOR WAD, BAR SUE <br />#6 Wt <br />z FOR MID BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR QUANTITY <br />AND SAR QUAN rY <br />N <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />GARAGE SCALE 3/4"=1'-0' <br />CORNER BARS DETAIL <br />4 OR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />s w <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />o <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, V O/C BTM. <br />VERIFY HEIGHT <br />g <br />#4 REBAR @24" O.C. ®CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br /># <br />SLAB <br />w <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />z <br />WALL W/SYP No 2 STUDS SEE <br />10 <br />I <br />PLANS FOR SPACING. SINGLE <br />I <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />c SECURED W12- PART <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />' <br />2" CAPPED <br />5 EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />g 8", UNO <br />NAIL 16" O/C STAGGERED. <br />•`4• <br />GALVANIZED PIPE <br />a Q FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />§ <br />W/FLANGE BASE <br />y SPECIFICATIONS FOR <br />CONNECTORS NOT <br />4" CONC., REINF. W/ <br />USE AND <br />I <br />REQUIRED WHEN NO <br />M <br />• 1 6'k6" #10 WWM ON <br />$ <br />PREPARATION OF <br />UPLIFT IS PRESENT. <br />52 <br />.I� MIL POLY ETHYLENE <br />VAPOR BARRIER ON <br />w 1 4" HOLE. <br />- <br />SEE SLAB SCHEDULE <br />• WELL -COMPACTED <br />SECURE FLANGE TO <br />CLEAN FILL TERMITE <br />X 2114" <br />SLAB W/(4) 1/4" <br />m? <br />-0' <br />TREATMENT SHALL BE <br />BORA-CARE <br />TAPCONS <br />. <br />TOP OF SLAB <br />f (2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />'E �= • ;'- <br />�r <br />,i—.- . <br />4 <br />F <br />5" CHAMFER (2-STORY) <br />• ' <br />' 4 (2) #5 REBAR ON CHAIRS♦ <br />• a <br />2 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SEE SCHEDULE <br />12" MIN. DEPTH INTO <br />z ,000 <br />COMPACTED SO IL <br />FOR WXD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />F <br />ITY <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN SOIL <br />O PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />LLARD <br />MONOLITHIC FOUNDATION <br />8 SCALE: 3/4"=1'-0" <br />090 <br />6 <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1'-0' <br />scALE:3/a"=1'-0' <br />1 A <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN, OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />s CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />S u SPACING REQUIREMENTS <br />PROVIDE DEL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Q <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />m w <br /># 2 <br />CONNECTORS NOT <br />O <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />LINTEL CONT.(TYP.) <br />8" CMU FILLED CELLTYP. <br />( % <br />8" CMU WALL <br />'° f <br />'B <br />TOP OF SLAB <br />qTOP OF SLABSEE <br />SLAB SCHEDULE2X <br />WALL FRAMING <br />• <br />• <br />TOP OF SLAB <br />1POURED <br />1/Y' DIA. SIMPSON STB2 BOLTS 6' <br />MINIMUM EMBEDMENT INTO <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB ♦ CHAMFER (1STORY) <br />,4 <br />a . • q 4' <br />BAR SIZE 48 BAR DIA <br />: <br />' <br />' <br />GROUTED CELL, 4" FROM ENDS AND <br />6 <br />6' CHAMFER (2-STORY) <br />#3 18 m <br />• 4 <br />• <br />• <br />16' O.C. VERTICALLY MAX <br />NT (ISOLATION <br />JOINT (WHERE • <br />JOINT <br />#4 24" <br />4{ { <br />APPLICABLE) i MATCH STEEL <br />#5 30" 4 <br />s REINFORCEMENT <br />6" PVC CHASE U PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />FOR WAD, SAR SIZE <br />THRU FOOTING <br />#7 47' <br />AND BAR QUANTRY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />AFOR MD, ND MRQAR82E <br />AND MR QUANTITY <br />PVC CHASE <br />PER SCHEDULE JU'v <br />9 <br />SCALE 3/4"=V-0' (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />SIH� <br />11 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />L AA #: 0003325 <br />M <br />9tmDly. ee WTI: <br />ABBOTT <br />PARK <br />LOT #25 <br />BLK #7 <br />PROJECT# <br />04181.000-25071 <br />MODRU <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BVMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />6 PH EXP.zg <br />