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So. <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />° — <br />v <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />d „ <br />c <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />° <br />�� <br />11 <br />s. <br />GARAGE DOOR <br />J - —FM <br />RECESS <br />ffi <br />a <br />v <br />`� <br />I <br />g <br />3 <br />�' <br />b <br />8"CMU WALL, <br />8" CMU WALL <br />n .I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />f <br />g <br />+- 0-0. <br />IN FOUNDATION WITH 30" LEG EACH <br />°I / <br />H m <br />+� O'-D' <br />--fir-• TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I .. °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />a <br />,... <br />- - °--y.-.-� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE,_MASONRY <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB" CHAMFER (1-STORY) <br />ISOTION #3 18" <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE OORAGE <br />CHAMFER(1STORY)" <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�' <br />�aJOINT <br />UNITS SET <br />ATELEV4" <br />(WHERE <br />CHAMFER (2-STORY) <br />#4 24"6" <br />gAND <br />W/1/Z'SLATION <br />CHAMFER (2-STORY)APPLICABLE) <br />0'-0"W/1/Z' <br />iSEE <br />SCHEDULE 30" <br />JOINT(WHERE <br />APPLICABLE ) <br />•. •#5 <br />A SEE SCHEDULEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />R BAD, BAR SIZE <br />BAR QUANTITY #6 36" <br />i <br />N <br />FOR wMD, BAR SIZEDIFFERENT <br />AND BAR QUANTITY <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 4Z' <br />NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO —FOOTING <br />EXTERIOR ONO —FOOTING <br />M <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3W=1'-d' <br />r� <br />2 <br />@ GARAGE SCALE:34"=1'0 <br />�\ <br />J \ CORNER BARS DETAIL <br />%11 DOOR OPENING <br />Y <br />SCALEt <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />o w <br />8" CMU <br />O <br />VERIFY HEIGHT <br />rc <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />5 <br />#4 REBAR @24" O.C. Q CENTER OF <br />e <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL BY NoCING <br />0 <br />zi <br />5' <br />�8 I— <br />I <br />�' NEW REINF. BAR <br />PLANS. F/OR SPASINSTUDSGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP <br />SECURE T. PLATE TO <br />I <br />T CAPPED <br />SECURED W/ 2- PART <br />p 5 I EPDXY. MIN. EMBED <br />PLATE <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />j W. UNO <br />NAIL 12" O/C STAGGERED. <br />. 4• <br />W/FLANGE Q BASE <br />g FOLLOW ALLMANF. <br />9 <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />FIDCATIONS FOR <br />F 4" CONC., REINF. W/ <br />I� <br />US <br />I <br />T <br />8 6'k6" #10 W WM ON <br />PREPAREC <br />ATION OF <br />UPLLIIF IS PRESENT. <br />w 6-MIL POLY ETHYLENE <br />0 4 4• HOLE. <br />SEE SLAB SCHEDULE <br />w_ VAPOR BARRIER ON <br />SECURE FLANGE TO <br />WELL -COMPACTED <br />°J <br />SLABW/(4)1/4"X21/4" <br />'.I.-O�- <br />> <br />'S <br />CLEAN FILL TERMITE <br />SHALL BETAPCONS <br />mTOP <br />fv? <br />OFBORA-CARE <br />'�'TREATMENT <br />(2) CONT. it4 REBAR <br />4" CHAMFE%STORY) <br />_ <br />�-- ° a <br />° <br />.TKO <br />° F <br />6" CHAMFER (2-STORY) <br />• <br />(2)#5 REBAR ON CHAIRS <br />• <br />4 • a ° <br />ED. EQ. <br />SEE SCHEDULE <br />2,DOO PSF VIRGIN SOIL OR 95% <br />FWxD, BAR SIZE <br />12'MIN. DEPTH INTO <br />z_ rc <br />> COMPACTED SOIL <br />ANDOR BAR QUANTITY <br />VIRGIN OR ENGINEERED SOIL <br />Mg <br />SLAB HEIGHT LESS THAN S-6' <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />8 <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />SCALE:3/4"=1'-a' <br />5 <br />6 <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1' D' <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ led COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />$ <br />BTM. PLATE TO BE PT, <br />SECURE BT. PLATE TO <br />d <br />PROVIDE DBL. TOP PLATE <br />SLAB W/1od MASONRY NAIL <br />12. O/C STAGGERED. <br />aM <br />ADDITIONAL METAL <br />J <br />CONNECTORS NOT <br />0 <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT- <br />�, <br />8" CMU WALL <br />+ � <br />POURED LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />° '�—' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />I <br />SEE SLAB SCHEDULE <br />IrZ'DIA. SIMPSON ST82 BOLTS 5" <br />P OF SLAB <br />a ^ <br />a ° <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />b <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />°� <br />•� POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />C <br />SEE SCHEDULE <br />ORMQ BAR SIZE <br />3 FOR VWQ BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO— <br />INTERIOR FRAME BRIG WALL TO <br />G1� <br />D <br />SCALE:3/4"=1,-0. <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />�0 30ALE: 3/4"=,'-0•SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN 61 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y <br />Y <br />F <br />1 <br />sUBDIV. Ac LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #13 <br />PHASE #4B <br />PROJECT <br />04181.04t-12131 <br />MODEU <br />3EAB <br />"1504— ALLEX" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />VT <br />FNT <br />D DATE: 10/26/ 11 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />