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3, <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />v <br />CELL SEE PLAN FOR SIZE AND <br />u <br />CELL SEE PLAN FOR SIZE AND <br />•�--' <br />' .•�? <br />4 a <br />o <br />SPACING REQUIREMENTS <br />o <br />SPACING REQUIREMENTS• <br />• <br />GARAGE DOOR <br />m� <br />a <br />I•P <br />RECESS <br />v <br />0 <br />_' <br />v Fm <br />' <br />�o <br />o <br />b <br />B"WALL <br />CMU WA L <br />R <br />8" CMU WALL <br />A,� CORNER BARS, SAME SIZE AS LARGER BAR <br />1 IN FOUNDATION WITH 30" LEG EACH <br />a- <br />+ 0,-0„I-0yolll� <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... -r ' SO THAT THE STEEL REINF. IS CONTINUOUS <br />y <br />• TOP OF SLAB <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />. I <br />FOR <br />• <br />EXT. PORCH SLAB A <br />• •. • <br />S SCHEDULE <br />SEE LAB SCH D E <br />b BARSIZE 48BARDIA <br />4" CHAMFER (1STOR7) <br />: <br />EXT. PORCH SLAB <br />-VARIES <br />��(" • SEE SLAB SCHEDULE TOP OF GARAGE <br />I� <br />•"oi .I•I• CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N <br />p. <br />MCURB <br />ASONRY <br />UNITS SET <br />AT ELEV. <br />W/ 12" ISOLATION <br />#3 ,8" <br />6" CHAMFER (2STORY) <br />4" CHAMFER (1STORY) <br />' <br />0._0" <br />JOINT (WHERE <br />�#q 24"� <br />W/ 1/2" ISOLATION <br />6"CHAMFER (2-STORY) <br />.. <br />APPLICABLE z <br />SEE SCHEDULE #5 30" <br />JOINT(WHERE <br />APPLICABLE) <br />• i <br />? SEESCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />F <br />FOR 84R SIZE <br />#6 36" <br />FOR WAR, BAR SIZE <br />f <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR OUANTRY <br />M <br />AND BAR DUANTRV <br />NUMBER OF BARS (ie.2 T03, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />7 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE SCALE 3/4"=1'-0" <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1)#5 REBAR VERTICALLY W/ CONC. <br />w <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />o <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />n <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />S <br />#4 REBAR @24" O.C. @ CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />B <br />SLAB <br />S <br />x6 <br />2x4 OR 2WOOD BEARING <br />PROVIDE BLOCKING <br />b ° <br />5 ' <br />I <br />WALL W/ SYP No 2 STUDSSEE <br />PLANS FOR SPACING. SINGLE <br />� <br />I <br />w Q NEW REINF. BAR <br />SECURED W/2-PART <br />g EPDXY. MIN. EMBED <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />' <br />2" CAPPED <br />a ] <br />I 8", LNG <br />NAIL 16" O/C STAGGERED. <br />- .�'4• <br />GALVANIZED PIPE <br />d <br />iii FOLLOW ALL MANE <br />ADDITIONAL METAL <br />• <br />W/FLANGE @ BASE <br />SPECIFICATIONS FOR <br />CONNECTORS NOT <br />h I GONG, REINF. W/ <br />s USE AND <br />REQUIRED WHEN NO <br />T'x6"#10 WWM ON <br />' 6" <br />PREPARATION OF <br />UPLIFT IS PRESENT. <br />6-MIL POLY ETHYLENE <br />VAPOR BARRIER ON <br />w0 4• -4' HOLE. <br />m <br />SLAB SCHEDULE <br />i <br />• �.I ^' 1'p WELL -COMPACTED <br />SECURE FLANGE TO <br />.. - CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 2 1/4" <br />p 01- <br />+_ 0•-0^ <br />[SEE <br />s <br />jf <br />TREATMENT SHALL BE <br />TAPCONS <br />TOP OF SLAB <br />BORACARE� <br />t <br />(2) CQNT. #4 REBAR <br />�- <br />f <br />Ito <br />•`L <br />6" CHAMFER (2-STORY) <br />- <br />^ .•' (2) #5 REBAR ON CHAIRS <br />� s <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SEESCHEDULE <br />12" MIN, DEPTH INTO <br />COMPACTED SOIL <br />FDRW D. BAR SEE <br />AND <br />VIRGIN OR ENGINEERED SOIL <br />�'o <br />BAR QUANTRY <br />SLAB HEIGHT LESS THAN 3'.6' <br />PER PLAN <br />ADDING BAR TO <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />SDALE 34"=,'-0" <br />(NO UPLIFT) <br />C <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE:3/4"=1'-0" <br />SGALE:3/4"=,'-0 <br />1 A <br />SCALE 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <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/ LAN <br />2A 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 S IZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />o SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />SLAB W/lDd MASONRY NAIL <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />m <br />REQUIRED WHEN NO <br />° <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />6 f <br />LINTEL CONT. (TYPJ <br />8" CMU FILLED CELL (TYP.) <br />+_ O.Lp <br />TOP OF SLAB4' <br />+_ p'-(p <br />TOP OF SLABSEE <br />SLABSCHEDULE <br />1POURED <br />2XWALL FRAMING <br />+"0'-(P <br />SLAB <br />' .4• <br />1/2"DIA SIMPSON STB2 BOLTS 6' <br />MINIMUM EMBEDMENT INTO <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB ,. 4" CHAMFER (1STORY) <br />BAR SIZE 48BARDIATOPOF O <br />18. <br />4 <br />• <br />GROUTED CELL, 4" FROM ENDS AND <br />W/ 1/2" ISOLATION 6" CHAMFER (2STORY) <br />#3 <br />• <br />16' O.C. VERTICALLY MAX <br />JOINT(WHERE <br />#4 24" a= .---f-Y <br /># <br />APPLICABLE) MATCH STEEL <br />#S 30" <br />- <br />f REINFORCEMENT <br />36 <br />sEESDHEDULE <br />FOR WAD, MR SIZE <br />6" PVC CHASE N PER SCHEDULE <br />THRU FOOTING - <br />#7 42" <br />6' PVC CHASE THRU FOOTING <br />AND BAR RUANTNY <br />MATCH STEEL <br />REINFORCEMENT <br />SEESDHEDULE <br />PER SCHEDULE <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIGAND <br />WALL TO <br />F°R"D'H4R5EE UANTRY <br />BAR ° <br />PVC CHASE <br />(DINNITERIO <br />UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />(NO <br />1 � <br />11 <br />SCALE' 3/4"=1'-0 <br />SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.c°m <br />AA #: 0003325 <br />W <br />� <br />� <br />J_WW <br />W. <br />a <br />µµ11 <br />C � <br />B <br />c <br />� <br />y <br />F <br />t <br />y 1 <br />O <br />sxmnrv. de LOT: <br />ABBOTT <br />PARK <br />LOT #16 <br />BLK 9 <br />PROJECT* <br />04181.000-16091 <br />MODEL, <br />4EHB <br />"2605-HAYDEN" <br />GAFCAGE 9`IiN6: <br />RIGHT <br />PAGE: <br />DETA11S <br />60 XPH Ey. <br />