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301 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}t <br />,v <br />STEEL REINFORCING IN GROUTED <br />Z5STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />d i CELL SEE PLAN FOR SIZE AND <br />^ SPACING REQUIREMENTS <br />i5 SPACING REQUIREMENTSvs° <br />1 <br />GARAGE DOOR <br />RECESS <br />o w <br />° m <br />' <br />FM <br />°, <br />q <br />off <br />B' <br />g 8' CMU WALL <br />6CMU WALL <br />' <br />b +- 0'{Y' <br />° I <br />..1 CORNER BARS, SAME SIZE AS LARGER BAR <br />I IN FOUNDATION WITH 30" LEG EACH <br />y wW <br />+- 0'-0" <br />°I°,T" ( WAY AT ALL CHANGES IN DIRECTIONS <br />"� <br />4 <br />TOP OF SLAB <br />TOP OF SLAB <br />I ...° 50 THAT THE STEEL REINF. CONTINUOUS <br />°I <br />I( <br />U <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />< <br />EE SLAB SCHEDULE BAR SIZE 48 BAR DIA <br />EXT. PORCH SLABq" CHAMFER (1STORY) <br />#3 18" <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />-FOOTING <br />EXT. PORCH SLABW/1l2'ISOLATION <br />CONTINUOUS STEEL MONOLITHIC <br />° REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />vro,AT ELEV: <br />6"CHAMFER (2STORY) <br />gAND <br />� �4"CHAMFER (iSTORY) <br />0'-0JOINT <br />(WHERE#4 24"1/2"ISOLATION <br />iSEE SCHEDULE <br />� <br />6' CHAMFER (2STORY)APPLICABLE) <br />JOI NT(WHERE •! •30' APPLICABLE 4 SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />OR BAR SIZE <br />#6 36"42' <br />i FOR WCD, BAR SIZE <br />? <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAD, <br />BAR QUANTITY <br />AND BAR QUANTITY <br />ti <br />NUMBER OF BARS (le. 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 SCALE:34"=1'-0 <br />2 @ GARAGE SCALE:3/4"=1'1P' <br />CORNER BARS DETAIL <br />A DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONIC. <br />z <br />U <br />POURED CELL <br />-E, <br />8" CMU <br />LAP TOP PLATE A MIN, OF 48" <br />5 <br />#4 REBAR @24" O.C. Q CENTER OF <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM, <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />> o <br />I <br />WALL W/ SYP <br />0 <br />I <br />7CAPPED <br />GALVANIZED PIPE <br />Q <br />NEW REINF. BAR <br />w SECURED W/ 2-PART <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />1/2'k9' WEDGE ANCHOR WIZ' <br />W/FLANGE BASE <br />Q a I EPDXY. MIN. EMBED <br />5 <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />d 8", UNO <br />PLATE EPDXY 5-12" EMBED. MIN. @ 16' OC <br />§ <br />a%} <br />§ <br />FOLLOW ALL MANF, <br />SIMPSON SPH4 OR SPH6 MAX. <br />4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />s <br />I <br />BTM AND TOP PLATE <br />.. I 'X6" #10 W WM ON <br />M 6 <br />USE AND <br />ANCHORS W/ 10d x 1 1/T' <br />1 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 21/4' <br />PR <br />O 4„ 4' EPARATION OF <br />HOLE. <br />COMMON NAILS FILL ALL <br />w VAPOR BARRIER ON <br />HOLES, DO NOT USE 10tl a <br />i I 1•'p WELL -COMPACTED <br />TAPCONS <br />x 3" SEE SLAB SCHEDULE <br />JI CLEAN FILL TERMITE <br />y, TREATMENT SHALL BE <br />BORA-CARE <br />4q- <br />TOP OF SLAB <br />°I <br />f° (2) CONT. #4 REBAR <br />4" CHAMFER (I-STORY) <br />f <br />6" CHAMFER(2STORY) <br />° (2) #5 REBAR ON CHAIRS <br />12' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />Ea. EQ <br />COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL � <br />.U <br />. . SEE SCHEDULE <br />FOR MD, BAR SIZE <br />SLAB HEIGHT LESS THAN V-6" PER PLAN <br />BOLLARD <br />5 <br />ADDING BAR TO <br />AND BAR QUAN TITY <br />EXTERIOR MONO DEEP <br />SCALE'. 3/4„=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />C <br />6 <br />SCALE: 3/4"=1'-U' (W/ UPLIFT) <br />BLOCK WALL <br />SCALE'S/4"=1'-0 <br />Sf22MW/ <br />: <br />LAP TOP PLATE A MIN. OF 48" _�_LLLLQ�Q�,�� <br />AND NAIL W/ COMMON VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46' ��� <br />NAILS, 2-ROWS, 4" BTM. <br />S, <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OVER <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />BTM. PLATE TO BE PT. <br />PLANS fOR SPACING. SINGLE <br />d a <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />SECURE ST. PLATE TO <br />BTM. PLATE TO BE PT. SLAB W110tl MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />Q <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />o N <br />CONNECTORS NOT4// <br />CONNECTORS NOT <br />§ <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />+- 0'-0' <br />LINTEL CONT. (TYP.) <br />H <br />W <br />8" CMU FILLED CELL (TYP.) <br />- TOP OF SLAB1POURED <br />SEE SLAB SCHEDULE <br />a,I"- <br />> <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+-0'-0" <br />SEE SLAB SCHEDULE <br />12'DIA. SIMPSON ST82 BOLTS S" <br />TOP OF SLAB <br />`� <br />+-0'-0" <br />i 6 <br />d <br />'ISOLATED <br />MINIMUM EMBEDMENT INTO <br />° <br />_ , �_ a <br />TOP OF SLAB <br />b <br />COLUMN PAD <br />CENTERED UNDER WALL AND <br />GROUTED CELL, 4" FROM ENDS AND <br />16' O.C. VERTICALLY MAX <br />-. <br />° . <br />< <br />-•.< <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />1 • <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR VVAD, BAR SIZE <br />FOR WAD, BAR SIZE <br />. / AND BAR QUANTITY <br />I <br />Ea. EQ. SEE SCHEDULE <br />AND BAR QUANTITY <br />FOR MD, BAR SIZE <br />AND BAR QUANTTY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />scALE:3a"=r-o" (NO UPLIFT) <br />' scALE:3/q"=ra' (NO UPLIFT) <br />10 <br />SCALE:314"=V-0' <br />11 SCALE:3/4"=1'0' <br />L441 N. RONALD REAGAN BL <br />LONGWOOD, FL32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />M <br />aUDDIV. & LOT: <br />01 <br />ABBOTT PARK <br />LOT #24 <br />BLK. #9 <br />PROJECT# <br />04181.000-24091 <br />MODEL <br />4EBB <br />"1828-CALM" <br />GARAGE 9WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />