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MIN. EACH WAY <br />FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />^ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />4 d <br />CELL SEE PLAN FOR SIZE AND <br />)MONOLIIHIC <br />e f T v <br />Q <br />SPACING REQUIREMENTS <br />O } <br />SPACING REQUIREMENTS <br />Wj <br />Cq <br />I2i1 <br />j ��--��•• <br />,1 L' s' <br />GARAGE DOOR <br />RECESS <br />�d <br />Q <br />° .L F <br />g� <br />N Z <br />O i0 <br />8" CMU WALL <br />O <br />}, <br />cTi <br />B" CMU WALL <br />Z <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />sl. I <br />IN FOUNDATION WITH 30" LEG EACH <br />e <br />W W <br />U= <br />+_ 0•-0" <br />+- <br />v WAY AT ALL CHANGES IN DIRECTIONS <br />I <br />Vt <br />- <br />" • - TOP OF SLAB <br />LAB <br />TOP OF BLAB <br />.. . SO THAT THE STEEL REINF. IS CONTINUOUS <br />S <br />.• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />.... <br />-VARIES <br />MASONRY <br />° <br />EXT. PORCH SLAB <br />1/2" IS <br />SEE SLAB SCHEDULE <br />BAR SIZE <br />4' CHAMFER <br />EXT. PORCH SLAB <br />I( TOP OF GARAGE <br />SEE SLAB SCHEDULE <br />Isl,°- _Ii <br />' v LL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />14 <br />" Z' <br />'0" <br />UNITS SET <br />AT ELEV: <br />JO <br />8' CHAMFER (2-STORY) <br />Wl 1YI' IS <br />•'° 6" CHAMFER (2-STORY) <br />) <br />APPLICABLERE Z••, <br />SEE SCHEDULE #5 <br />N42' <br />JOINT (WHERE <br />APPLICABLE) <br />•- i EE SCHEDULE <br />Z A. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS <br />T A OUN ONS HAVING <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />BQALE.3/'-' ° <br />` SCAlE:34"=1'-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />rj <br />4 <br />J SCALE: 314"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY Wl CONIC. <br />M U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 49' —may <br />Q -) <br />O <br />6"CMU <br />AND NAIL WI 16d COMMON <br />0^_ <br />VERIFY HEIGHT <br />a G- <br />#4 REBAR ®24" O.C. a CENTER OF <br />LAP TOO CUR OVER STUD <br />OF WALL W/PLAN <br />uJ g <br />SLAB <br />L7 <br />Q� <br />Z K <br />W <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />Lu <br />U > <br />5• <br />p I <br />to <br />PLANS FOR SPACING. SINGLE <br />PLATE TO PT. <br />Is <br />I r <br />> NEW REINF. BAR <br />O (L SECURED W/ 2- PART <br />BTM. BE <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />- <br />2" CAPPED <br />a g ( EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />a 8', <br />NAIL 16" O/C STAGGERED. <br />• °' <br />W/FLANGE BASE <br />LLO <br />Q FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />CONC., REINF. W/ <br />SPECIFICATIONSFOR <br />V)Sc6"#10WWMON <br />USE AND <br />CONNECTORS NOT <br />7_01 <br />'o <br />= 0] <br />PREPARATION OF <br />WVAPOR <br />UPLQIFT IS PRESENTUIRED OWH <br />6-MIL POLY ETHYLENE <br />HOLE'SEE <br />BARRIER ON <br />-� <br />I <br />Z 0_ <br />SLAB SCHEDULE <br />• WELL -COMPACTED <br />I FILL TERMITE <br />SECURE FLANGE TO <br />SLAB <br />c I <br />O <br />Q <br />> <br />CLEAN <br />W/(4) 1/4" X 2 1/4" <br />O} <br />�QQ- <br />+- 0-0" <br />TREATMENT SHALL BE <br />TAPCONS <br />TOP OF SLAB <br />�\ <br />BORA-CARE <br />° <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />` �-i- <br />I(}'�,° <br />6" CHAMFER (2-STORY) <br />_ea <br />(2) #5 REBAR ON CHAIRS <br />• <br />Z <br />2,000 PSF VIRGIN SOIL OR 9546 <br />EQ. EQ. <br />SEE SCHEDULE <br />17MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED SOIL <br />�j <br />COMPACTED SOIL <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S" M U <br />PER PLAN <br />ADDING BAR TO <br />CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR <br />MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />D__�LIN�TERI�OR <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1'-0' <br />SCALE:a4"='� <br />1 A <br />SCALE: 3/4"=l'-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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE4 <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 />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />G <br />¢�¢ <br />m V <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />-i <br />REQUIRED WHEN NO <br />Z 8"CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />'OY 8" CMU FILLED CELL (TYP.) <br />5•. g <br />ai <br />—�� <br />+- 0-0„ <br />TOP OF SLAB <br />+- 0'-0" <br />° TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />-, <br />+_ 0'-0„ <br />TOP OF SLAB <br />a ^ <br />1/Z' DIA. SIMPSON STS2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />" SEE SLAB SCHEDULE <br />EXT. PORCH SLAB • 4" CHAMFER (1STORY) <br />Z W <br />_ > • ° ° ° <br />O <br />a <br />° <br />Wl 1lT ISOLATION <br />6" CHAMFER (2-STORY) <br />< <br />- <br />• <br />16. O.C. VERTICALLY MAX <br />JOINT (WHERE <br />• <br />° i i <br />APPLICABLE) <br />2: MATCH STEEL <br />° ° <br />M.7 <br />SEE SCHEDULE <br />6"PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />6"PVC CHASE THRU FOOTING <br />FOR WXD, BAR SIZE <br />THRU FOOTING <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 WXD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />SCALE: 3/4"=V-01' <br />D (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />12 <br />THRU FOOTING <br />11 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />i N. RONALD RFAGAN SL <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.corn <br />AA #: 0003325 <br />Y <br />4 <br />SVHDIV. a Lo <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PROJECT <br />04181.00 —32112 <br />MODRIA <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 911111MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />DaINT <br />A 04/19/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.1A <br />