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3W <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />} <br />z_ <br />STEEL REINFORCING IN GROUTED <br />g _ <br />STEEL REINFORCING IN GROUTED <br />. <br />$ <br />CELL SEE PLAN FOR SIZE AND <br />Q IL <br />CELL SEE PLAN FOR SIZE ANDIF <br />SPACING REQUIREMENTS <br />0-O <br />SPACING REQUIREMENTS <br />I, v <br />Q W <br />a0 <br />Q <br />N <br />' .. " <br />v s <br />W GARAGE DOOR <br />RECESS <br />�0 <br />a'� <br />4 <br />° FM-° <br />Z <br />io <br />W CMU WALL <br />O rn <br />8"CMU WALL <br />p CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W W <br />= <br />8' <br />O <br />ITIo, <br />i� <br />a <br />.� Z <br />opI_ <br />s,� IN FOUNDATION WITH 30" LEG EACH <br />J WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />y <br />TOP OF SLAB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />�I�.°,li <br />/-- <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />� <br />ILjf -VARIES <br />MASONRY <br />SEE SLAB SCHEDULE <br />BAR SIZE 46 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />; <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />""o �' CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />' <br />7=p, <br />UNITS SET <br />AT ELEV: <br />W/ 112" ISOLATION <br />JOINT (WHERE • <br />, a 8" CHAMFER (2-STORY � 16° <br />- • - #4 24 <br />w 112 IsoLAnoN <br />AMFER (I -STORY) <br />AMFER (2STORY)APPLICABLE) <br />gAND <br />z - <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLIC). <br />CHEDULE06 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />D, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR QUANTITY <br />QUANTITY <br />NUMBER OF BARS Iie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />scALE:3/4"=r.r' <br />2 SCALE:3/4"• l <br />GARAGE <br />3 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />? <br />(1) #5 REBAR VERTICALLY W! CONC. <br />U <br />POURED CELL <br />LAP TOP PLATE A <br />6" CMU <br />AND NAIL W/ 16d COMMON <br />O <br />NAILS,a NAILS, 2-ROWS, IV O/C BTM. <br />VERIFY HEIGHT <br />#4 REBAR ®24" O.C. 0 CENTER OF <br />LAP TO OCCUR OVER STUD <br />WALL LAN <br />Z O g <br />SLAB <br />W <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />9 <br />Z W <br />WALLW/ SYP No 2 STUDS SEE <br />U' <br />e OF <br />> <br />ar"(j 1[ <br />I <br />S N NEW REINF. BAR <br />PLANS FOR SPACING. SINGLE <br />8TM. PLATE TO BE PT. <br />I <br />O a SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2'CAPPED <br />g I EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />g UNO <br />NAIL 18" O/C STAGGERED. <br />W/FL.ANGE BASE <br />Q O FOLLOW ALL MANE. <br />ADDITIONAL METAL <br />CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />S ir <br />CONNECTORS NOT <br />' X6" #10 W WM ON <br />b <br />= ui USE AND <br />I <br />REQUIRED WHEN NO <br />MIL POLY ETHYLENE <br />PREPARATION OF <br />HOLE' <br />W <br />UPLIFT IS PRESENT. <br />VAPOR BARRIER ON <br />I <br />Z w <br />w <br />SEE SLAB SCHEDULE <br />= <br />Q -D WELL -COMPACTED <br />f <br />SECURE FLANGE TO <br />O <br />< <br />> CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 21/4" <br />O} <br />+- 0'-0' <br />TREATMENT SHALL BE <br />TAPCONS <br />TOP OF SLAB . <br />BORA-CARE <br />I 'u, <br />Q� <br />(2) CONT. #4 REBAR <br />N CHAMFER (1STORY) <br />* <br />'��� .�-:..�° <br />- <br />:. ° . <br />° f <br />6" CHAMFER(2STORY) <br />;. <br />° (2) #5 REBAR ON CHAIRS <br />•� <br />° <br />• s ° <br />12' MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />VIN OR ENGINEERED SOIL <br />IRG <br />i > COMPACTED SOIL <br />S OU <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S" <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 <br />(NO UPLIFT <br />5 <br />G <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE:3q"=1'-0' <br />scALE:34"=r-a <br />1 A <br />SCALE: 3/4"=V-U' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ i6d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />„ <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10tl MASONRY NAIL <br />O. <br />SPACING REQUIREMENTS <br />PROVIDE DBL TOP PLATE <br />16" O/C STAGGERED. <br />= <br />¢ <br />m U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT, <br />POURED LINTEL CONT. (TYP.I <br />8" CMU FILLED CELL (TYP.) <br />w to <br />Z W CMU WALL <br />TOP OF SLAB <br />° TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />-~ <br />IGR <br />Z <br />TOP OF SLAB <br />. a • <br />12" DIA. SIMPSON 6TB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />EXT PORCH SLAB <br />SEE SLAB SCHEDULE <br />° 4" CHAMFER (1-STORY) <br />> ° ° <br />O <br />OUTEDCELL, 4" FROM ENDS AND <br />W/ 112" ISOLATION. <br />6'CHAMFER (2-STORY) <br />M U <br />• ° <br />• <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />• <br />+° <br />° <br />° y ' <br />APPLICABLE) <br />Z_ - MATCH STEEL <br />° <br />mm <br />SEE SCHEDULE <br />6"PVC CHASE <br />REINFORCEMENT <br />N PER SCHEDULEFOR <br />6" PVC CHASE THRU FOOTING <br />WXDBAR SIZE <br />THRU FOOTING <br />AND BAR QUANTITY <br />w <br />MATCH STEEL MY O <br />SEE SCHEDULE <br />REINFORCEMENT ���, 1111����"'��� <br />%INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />scALE:34"=r-a' (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />�HRU <br />FOOTING <br />11 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=T-0" <br />Ii N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX:407-774.4078 <br />www.abd"gngroup.com <br />AA M: 0003325 <br />s <br />aysaiv a• LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK. #9 <br />PROJECT# <br />04181.000-06091 <br />MOIDEU <br />4EHB <br />"2605- HAYDEN" <br />GAliAGE 87RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 JQH EXP. C <br />