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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />°q <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />f <br />CELL SEE PLAN FOR SIZE AND <br />S <br />CELL SEE PLAN FOR SIZE AND <br />as <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />RECESS <br />FM <br />°. <br />e"CMU WALL <br />8" CMU WALL <br />r l 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />e. <br />s +- 0'-0" <br />IN FOUNDATION WITH 30" LEG EACH <br />w <br />+_ p-0" <br />9 WAY AT ALL CHANGES IN DIRECTIONS <br />dI <br />TOP Of SLAB <br />TOP Of 3LA6 <br />I •° 1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />a <br />MATCH AMOUNT OF CONTINUOUS BARS <br />rL° <br />CURB FOR <br />SEE SLAB SCHEDULEVARIES <br />BAR SIZE 48 BAR DI0. <br />4" CHAMFER (1STORY) <br />W/ 12'IS 18" <br />ISTION6" <br />EXT. PORCH SLABqAN..R&AI4TITY <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I 4" CHAMFER (1-STORY) <br />. I <br />If <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />AT ELEV. <br />AT <br />CHAMFER (2STORV) <br />JOINT (WHERE #4 24" <br />W/ 12" ISOLATION <br />I . 6" CHAMFER (2-STORY) <br />r <br />APPLICABLE)SEE <br />3OR <br />SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />•. r:' <br />4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />MDBAR SEE <br />#6 36' <br />i FOR WD, BAR SIZE <br />i <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />h <br />ANDBARQUANTRY <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 />2 <br />@GARAGE SCALE:3/4'•=P-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />? <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />g <br />8"CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />nl $ <br />14 REBAR 024" O.C. @ CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />$ <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />i <br />25 <br />WALL W/ SYP No 2 STUDS SEE <br />4 o <br />10 <br />5' <br />— <br />I <br />PLANS FOR SPACING. SINGLE <br />I <br />2" CAPPED <br />NEW REINF. BAR <br />c N SECURED W/ 2- PART <br />AEPDXY. MIN. EMBED <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB WI10d MASONRY <br />•-,.4• . <br />GALVANIZED PIPE <br />4 8", UNO <br />FOLLOW ALL MANF. <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />O <br />h I - 4' CONC., REINF. W/ <br />W�FLANGE BASE <br />SPU.ECIFICATIONS FOR <br />CONNECTORS NOT <br />n <br />k6" #10 W WM ON <br />E AND <br />i I <br />UIRED WHEN NO <br />k <br />6-MIL POLY ETHYLENE <br />4 <br />PREPARATION OF <br />4• r <br />UPLLIIFT ISPR PRESENT. <br />u' <br />N VAPOR BARRIER ON <br />HOLE. <br />p SEE SLAB SCHEDULE <br />g • ICI ' WELL -COMPACTED <br />SECURE FLANGE TO <br />? <br />CLEAN FILL TERMITE <br />SLAB W/(4) 1W X 2 1/4" <br />o O•% <br />+- 0'-0" <br />jJ <br />TREATMENT SHALL BE <br />TAPCONS <br />4P Q- <br />70P OF SLAB <br />4 5' BORA-CARE <br />P� <br />\ 4 <br />•. (2) CONT. #4 REBAR <br />4" CHAMFER (1-STORY) <br />`o • —° <br />f <br />6" CHAMFER (2-STORY) <br />- <br />' � <br />4 (2) #5 REBAR ON CHAIRS <br />4 <br />• <br />• • <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ ED E LE <br />17MIN. DEPTH INTO <br />COMPACTED SOIL <br />CHED <br />tuft SEE <br />VIRGIN OR ENGINEERED SOIL <br />h <br />AND BAR QUANtm <br />SLAB HEIGHT LESS THAN T-6" pea pLAN <br />ADDING BAR TO <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />SOA1E 34"10" <br />(NO UPLIFT) <br />�OLLARD <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE: 3l4"=1'-D' <br />SCALE: 3/4"=1'-0' <br />1 A <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 49' <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 />H El <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 />2i CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE 70 BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />dsd SPACING REQUIREMENTS <br />3 <br />12" O/C STAGGERED. <br />�q <br />m <br />ADDITIONAL METAL <br />is <br />CO NNECTORS NOT <br />w <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />3 <br />•r0•; e"CMU FILLED CELL (TYP.) <br />~ <br />+_ 0'-0" <br />TOP OF SLOB <br />+_ 0'-0•, <br />• TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />.:4 <br />+-0'-0" <br />TOP OF SLAB <br />'4• <br />12" DIA SIMPSON STB2 BOLTS 6' <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4•' FROM ENDS AND <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />4 <br />BAR SIZE 48 BAR DIA. <br />b <br />d <br />' 4 <br />4 <br />W/12"ISOLATION 5'CHAMFER(2STORY) <br />#3 18,• <br />° <br />16'O.C. VERTICALLY MAX <br />JOINT (WHERE • <br />#4 <br />APPLICABLE) MATCH STEEL <br />0'6" <br />REINFORCEMENT <br />PVC CHASE H PER SCHEDULE <br />]4" <br />6 <br />SEE SCHEDULEFOR MD, BAR SIZE <br />THRU FOOTING <br />#77' <br />6' PVC CHASE THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR MD MR <br />SCHEDULE <br />R FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />&AwrrE <br />AND BARQUANTRYALE: <br />PVC CHASEPER <br />ON� <br />3/4"=l'-0' <br />UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />(NO <br />n <br />1 L <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www,abdesigngrou p.com <br />L AA #: 0003325 <br />S <br />� <br />Y <br />may. <br />� <br />Cj <br />ql <br />ILL-) <br />8u3DiV as LOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-19121 <br />bwDEZc <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP, C <br />DATE: 02/08/22 <br />ECALE: 1/4"=1'-0" <br />SxEET <br />s1.1.A- <br />