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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />po <br />STEEL REINFORCING IN GROUTED <br />_ I <br />STEEL REINFORCING IN GROUTED <br />a <br />CELL SEE PLAN FOR SIZE AND <br />p; <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />v_ <br />dT <br />SPACING REQUIREMENTS <br />SPACING <br />_ <br />--.rrr ••. <br />1.•I .. <br />GARAGE DOOR <br />U= <br />Q <br />1 <br />RECESS <br />y <br />Fes: <br />I <br />g O <br />crO N b Z <br />6" CMU WALL <br />O}� Z <br />V' CMU WALL <br />II , . CORNER BARS, SAME SIZE AS LARGER BAR <br />I IN FOUNDATION WITH 30" LEG EACH <br />W W <br />g ° <br />g <br />c b <br />+- a-0'• <br />- - B. WAY AT ALL CHANGES IN DIRECTIONS <br />IL p= <br />ff�n c4 <br />-+ <br />a-0" <br />TOP OF SLAB <br />I .. SO THAT THE STEEL REINF. IB CONTINUOUS <br />TOP OF SLAB <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />e <br />CURB FOR <br />� <br />a <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4• CHAMFER (1-STORY) <br />16'• <br />� , - IV(/ <br />° <br />PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER <br />I•I� I� <br />LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />'- �=p" AT ELEV: <br />W/ 1/2' ISOLATION ". , <br />JOINT (WHERE 0 <br />IT CHAMFER (2-STORY) <br />#4 2R' <br />Wl . <br />W! 1/Z' ISOLATION II <br />(iSTORY) <br />8" CHAMFER (2-STORY) <br />0'-0" <br />APPLICABLE) z <br />SEESCHEDULE <br />30" <br />JOINT (WHERE • • <br />APPLICABLE) Z 4 <br />EESCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR MO, BAR SIZE <br />361 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY #6 <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />%EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />L scALE:3a"=ra' <br />,. <br />@ GARAGE SCALE:IA41'-a' <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-a' <br />SCALE: 3/4"=1' 0" <br />Z <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />Q z� <br />I.,CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 160 COMMON <br />04 REBAR 024" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, #' O/C BTM. VERIFY HEIGHT <br />QJ <br />W�a <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Oa <br />Z � <br />W <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />g <br />OU <br />WALL W/ SYP <br />( <br />Z' CAPPED <br />j NEW REINF, BAR <br />O 0- <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />SECURED WI 2- PART <br />g <br />SPACING. SINGLE BTM. PLATE <br />1YZW' WEDGE ANCHOR WIZ' <br />W/FLANGE @ BASE <br />EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />n• <br />b <br />Q 8", LIND <br />Q O FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-1Q" EMBED. MIN. 0 16" OC <br />4" CONC., REINF. W/ <br />_ ¢C SPECIF ICATIONS FOR <br />!AQ I <br />BTM PAND OP PLATE PH6 MAX. <br />m <br />i' <br />f k6" 010 WWM ON <br />SECURE FLANGE TO <br />= m USE AND <br />F PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />= N <br />O <br />MIL POLY ETHYLENE <br />STAB W/(4) 1/4" X 2114" <br />C7 HOLE. <br />COMMON NAILS FILL ALL <br />ul <br />W <br />VAPOR BARRIER ON <br />I, '-0" <br />TAPCONS <br />HOLES, DO NOT USE 10d W <br />ILL <br />x 3' � SEE SLAB SCHEDULE <br />> <br />.. CLEAN <br />CLEAN TERMITE <br />p -i'` <br />a <br />ENT SHALL <br />1 TREATMENT SHALL BE <br />41' � BORA-CARE <br />+- ate' <br />- , u 1 <br />1 <br />,PQQ <br />TOP <br />OF SLAB <br />< <br />` (2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />- ° <br />f <br />6" CHAMFER (2-STORY) <br />.°: — <br />(2) #5 REBAR ON CHAIRS <br />Z <br />12, MIN. DEPTH INTO B� <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL > <br />p <br />COMPACTED SOIL <br />FOR MD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'-6" U <br />pER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />scALB:3/4••=1'.a• <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 scALE:3a"=ro" (W/ UPLIFT) <br />W/ BLOCK WALL <br />SCALE:34"=ra' <br />SFOOTING <br />SCALE: <br />LAP TOP PLATE A MIN. OF 46" —�_ <br />LAP TOP PLATE A MIN. OF 48"----__y <br />AND NAIL WI 16d COMMON <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD— <br />2x4 OR 216 WOOD BEARING <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING <br />--+- OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />0 �- <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO 8E PT, <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />In <br />SLAB W/10d MASONRY <br />16" O!C STAGGERED. <br />U <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />R <br />ADDITIONAL METAL <br />0 8"CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />+- a1Y'.°Q, <br />POURED LINTEL CONT. (TYP.) <br />W UPLIFT IS PRESENT. <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />. I• <br />0_ SEE BLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />WALL FRAMING <br />Q <br />SEE SLAB SCHEDULE <br />, <br />1/2" DIA SIMPSON STB2 BOLTS 5" <br />+- 0'-0" <br />+-0'{y <br />Z ? s . <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />—� <br />TOP OF SLAB <br />c ° <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />a <br />to ° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />`�� <br />POURED MONOLITHICALLY WITH <br />��FOUNDATION <br />° °0° <br />AND SLAB <br />SEE SCHEDULE4° <br />tAND <br />SEE SCHEDULE <br />/ <br />WxD, BAR SIZEEQ. <br />• s <br />FOR WxD, BAR SIZEFOR <br />✓AND BAR QUANTITY <br />EQ.ULEAND <br />BAR QUANTITY <br />SIZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />NTITYD_­�INNTIE�RIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />�� '— <br />BLOCK WALL CONNECTION <br />$ INTERIOR CURB FOUNDATION WOOD WALL <br />scALE:3/a'=1'-a' <br />(NO UPLIFT) <br />scALE:3a"=r-a' <br />i 1 SCALE:3/4"=T-a' <br />scALE:3/a"=1'-a' (NO UPLIFT) <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdaslgngroup.com <br />AA M: 0003325 <br />A <br />r <br />� <br />ads <br />avHaly ae LOT: <br />ABBOTT PARK <br />LOT #26 <br />BLK #11 <br />PROJECT# <br />04181.000-26112 <br />MODELA <br />4EAB <br />"1672—ARIA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160A EM C <br />