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3d <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />z <br />STEEL REINFORCING IN GROUTED <br />p�>, <br />S <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />2 <br />SPACING REQUIREMENTS <br />< <br />S <br />SPACING REQUIREMENTS <br />I4 v'• <br />GARAGE DOOR <br />RECESS <br />FMB <br />�y <br />g m <br />6' CMU WALL <br />W CMU WALL <br />I > f CORNER BARS, SAME SIZE AS LARGER BAR <br />N <br />B' <br />i ^ <br />U-9, <br />1 IN FOUNDATION WITH 30" LEG EACH <br />m <br />+-V-( <br />TI WAY AT ALL CHANGES IN DIRECTIONS <br />�- <br />TOP OF SLAB <br />�' TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />?Ir <br />CURB FOR <br />SLAB SCHEDULE <br />SIZE 48 BAR DIA <br />EXT PORCH SLABCHAMFER (1 STORY) <br />#3 16' <br />•gANO <br /><L/I <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOPOF QARAGE <br />4" CHAMFER(1STORY) <br />'CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />/Y <br />'d. <br />MASONRSEE <br />UNITS SET <br />YBAR <br />AT ELEV:W/12'ISOLATION <br />(WHERE <br />CHAMFER (2STORY) <br />#4 24 <br />W/ 1"ISOLATION <br />6" CHAMFER (2STORY)JOINT <br />APPLICABLE) <br />EE scNEDULE #5 30" <br />INT(WHERE <br />APPLICABLE ) <br />4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR s¢E <br />#6 36' <br />�Foe vnD, 94R B¢EDIFFERENT <br />3 <br />NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE 34"=1'-0" <br />, <br />L SCALE 34"=1'-d' <br />�\ <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />/ \ <br />4 <br />SCALE: <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />8" CMU <br />AND NAIL W! 16tl COMMON <br />NAILS, 2-ROWS, 4" O/C BUM. <br />VERIFY HEIGHT <br />#4 REBAR @24" O.C. @ CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />SLAB <br />9993 <br />2X4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />l' O <br />52 I <br />WALL W! SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />I <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />° SECURED W/ 2- PART <br />PROVIDE DBL TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />5 EPDXY. MIN. EMBED <br />I <br />SLAB W/10d MASONRY <br />GALVANIZEDPIPE <br />GAL <br />6', UNO <br />NAIL 17O/C STAGGERED. <br />. °• <br />ANE BASE <br />i FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />$ "CONNECTORS <br />GONQ, REINF. W/ <br />E SPCIFICATIONS FOR <br />N� USE AND <br />NOT <br />REQUIRED WHEN NO <br />' ON <br />n <br />ARATION OF <br />UPLIFT IS PRESENT. <br />I _ 6-MIL P1OLYETIHYLENE <br />a 4 HOLE <br />W <br />w VAPOR BARRIER ON <br />WELL -COMPACTED <br />SECURE FLANGE TO <br />SEE SLAB SCHEDULE <br />> CLEAN FILL TERMITE <br />SLAB W/14) 1/4" X 2 1/4" <br />0'-0" <br />TREATMENT SHALL BE <br />TAPCONS <br />° Q- <br />TOP OF SLAB <br />4 BORA-CARE <br />. �. <br />, P� <br />CON7. #4 REBAR <br />4" CHAMFER (LSTORV)6 <br />CHAMFER (2STORY)(2)#5 <br />REBAR ON CHAIRS2,000 <br />74t <br />PSF VIRGIN SOIL OR 96% <br />E <br />12"MIN. DEPTH INTO <br />COMPACTEDSOIL <br />EE <br />VIRGIN SOIL <br />F,$ <br />ITY <br />HEIGHT LESS <br />SLAB HEIGHT LESS THAN 3'E" <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 6GALE:34'=,'-D" <br />(NO UPLIFT) <br />C <br />FOOTING W/ BLOCK WALL <br />J <br />SCALE:34"=1'-0 <br />SCALE: 3l4"=1'•d' <br />1 A <br />SCALE: 3/4"=1'-lY' <br />LAP TOP PLATE A MIN. OF 48" <br />---_._-_ <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 />1r <br />4 <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />d -, SPACING REQUIREMENTS <br />5 <br />PROVIDE DBL. TOP PLATE <br />12' O!C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />m <br />REQUIRED WHEN NO <br />8" CMU WALL <br />b <br />UPLIFT IS PRESENT. <br />ED LINTEL CONT. (TYP.) <br />CELL (7VP) <br />�, f <br />�~1.~ <br />+-0'-00-0 TOP OF SLAB <br />4' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />1POUR8"CMUFILLED <br />2X WALL FRAMING <br />TOP OF SLAB4. <br />12" DIA SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB 4"CHAMFER (1-STORY) <br />4 a <br />BAR SIZE 48 BAR DIA. ' 4 <br />4 <br />e°� <br />GROUTED CELL, 4" FROM ENDS AND <br />W/ 12" ISOLATION 6' CHAMFER (2STORY) <br />#3 18" >n <br />• <br />16' O.C. VERTICALLY MAX <br />JOINT (WHERE <br />#4 24' - <br />8 <br />APPLICABLE) MATCH STEEL <br />#5 3d' <br />E REINFORCEMENT <br />6" PVC CHASE h PER SCHEDULE <br />6"PVC CHASE THRU FOOTING <br />SEE SCHE LE <br />FOR MD BARR SIZE <br />, <br />THRU FOOTING <br />#7 q7 <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR%%D, BAR SIZE <br />AND BAR QUANTm <br />PVC CHASE <br />PER SCHEDULE <br />(' <br />SCALE 3/4"=T'U <br />UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />LL- <br />(NO <br />1 <br />11 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-d' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: OW3325 <br />m <br />c� <br />i1 <br />Ci <br />o <br />c <br />t9vHai\I ac LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #12 <br />PHASE #4C <br />PROJffiCTp <br />04181,04C-13121 <br />uoaffiI. <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SITING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />pamT <br />DATM, 02/08/22 <br />MICA=: 1/4"=V-0" <br />MISEMET <br />s1.1A <br />