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30 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />��, <br />s CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />_ CELL SEE PLAN FOR SIZE AND <br />o ¢ SPACING REQUIREMENTS <br />, <br />- P <br />$ c <br />e <br />°�T�: 4;,_° <br />GARAGE DOOR <br />aa <br />mQ <br />u w <br />�y W <br />° <br />P 1'p n <br />Ise <br />RECESS <br />`I FM <br />hJ <br />O w 8" CMU WALL <br />i > 8" CMU WALL <br />I� <br />I , I CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />w <br />`� H <br />° ,I <br />WAY ALL IN DIRECTIONS <br />+- LA13 <br />TOP OF SLAB <br />AT CHANGES <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />I ,° <br />Y, <br />TOP OF SLAB <br />• <br />, °I MATCH AMOUNT OF CONTINUOUS BARS <br />ol.° <br />CURB FOR <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB ° �• < BAR SIZE 48 BAR DIA. <br />FER (iSTORY) 18" <br />-VARIES <br />" SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />- I ILL <br />o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />r p, AT ELEV: <br />W/1/2" ISOLATION FER (2STORY) <br />• #4 24" <br />FANDBAR <br />W/ 1/2" ISOLATION I 4" CHAMFER (1STORY) <br />I .a 6"CHAMFER (2STORV) <br />0'-0"JOINT(WHERE <br />APPLICABLE) i EDULE <br />JOINT(WHERE ••30• APPLICABLE 4 SESCHEDULE <br />)FOR <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />#6 35' <br />NMO, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />UANTITY <br />AND BAR QUANnTY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 4Z' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />n <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:3/4"=T-0" <br />@ GARAGE scALE:3/a"=,-0" <br />3 <br />4 <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w <br />- <br />POURED CELL <br />o w <br />e" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ COMMON <br />44 REBAR @24" O.C. Q CENTER OF <br />C S, VERIFY HEIGHT <br />SLAB <br />LIOF WALL W/ PLAN <br />AP TO OCCUR OVER STUD <br />io <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />o� <br />WALL W/ SYP <br />I <br />2' CAPPED <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />> w SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE 112'k9" WEDGE ANCHOR W/ 2' <br />W/FLANGE C BASE <br />d I EPDXY. MIN. EMBED <br />5 <br />TO BE PT. PROVIDE DEL. TOP <br />WASHER SET IN HIGH STRENGTH <br />_. <br />•. <br />•8 <br />n UND <br />j < <br />PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />d. <br />§ <br />§ <br />F <br />4y FOLLOW ALL MANE. <br />SIMPSON SPH4 OR SPH6 MAX. <br />. I 4" CONC., REINF. W/ <br />!.BTM <br />- <br />s7 <br />SPECIFICATIONS FOR <br />I <br />AND PLATE <br />I 6'k6"#10 WWM ON <br />USEAND <br />P <br />AN ORS W0dx 11/7' <br />v, l 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />4„ a PREPARATION OF <br />M <br />COMON NAILS FILL ALL <br />w VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 2 1/4•' <br />HOLE. <br />HOLES, DO NOT USE 10d m <br />• II 1� WELL -COMPACTED <br />• <br />TAPCONS <br />x 3" HEDULE SEE SLAB SC <br />> CLEAN FILL TERMITE <br />o O} <br />TREATMENT SHALL BE <br />a <.BORA-CARE <br />Q <br />TOP OF SLAB .' <br />CONT. #4 REBAR <br />-4" CHAMFER (1STORY) <br />f <br />6" CHAMFER (2-STORY) <br />s <br />(2) #5 REBAR ON CHAIRS <br />12' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />E. EQ. SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />• O <br />SLAB HEIGHT LESS THAN 3-6' O PER PLAN <br />EXTERIOR MONO DEEP <br />BOLLARD <br />5 BDALE:3/4„=,'-0" <br />ADDING BAR TO <br />FOR %MD, BAR SIZE <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />. INTERIOR CURB FOUNDATION WOOD WALL <br />I sGALE:3l4"=1'-0" <br />FOOTING W/ BLOCK WALL <br />SCALE 3/4"=1'-0" <br />(W/ UPLIFT) <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />NAILS, 2-ROWS, IVO/C BTM. <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4' 0/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 />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />a a <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB MASONRY <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />SLAB W0tl MASONRY NAIL <br />NAIL ,6"6" O/ O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />18" O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />Q H <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />LINTEL CONT. (TYP,) <br />8" CMU FILLED CELL (TYP) <br />b - ° TOPOF LSEE <br />SEESLABSCHEDULE <br />SLAB SCHEDULE <br />• <br />WPOURED <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS5" <br />P OF SLAB <br />IF <br />z _a <br />INTO <br />�`-.. <br />TOPOF SLAB a • <br />ISOLATED" COLUMN PAD <br />to .—°a CENTERED UNDER WALL AND <br />4" FROM ENDS AND <br />GROUTE CEL , 4" FROM <br />16" O.C. VERTICALLY MAX <br />• �- <br />• • <br />POURED MONOLITHICALLY WITH <br />•� <br />---- - FOUNDATION AND SLAB <br />L <br />`• • <br />SEE SCHEDULE <br />SEE SCHEDULE <br />-' FOR WkD, BAR SIZE <br />FOR WxD, BAR SIZE <br />./ AND BAR QUANTITY <br />EQ. EQ, SEE SCHEDULE <br />AND BAR QUANTITY <br />,XL <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />LOCK WALL CONNECTION <br />Q <br />BQALE: 3/4"=,'-D" (NO UPLIFT) <br />9 SCALE: 3/4"=''-U' (NO UPLIFT) <br />10 SCALE: 3l4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />4 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdealgngrou p.com <br />AA #: 0003325 <br />� <br />tl <br />u7 <br />S <br />O <br />y� <br />Ir <br />a�ai <br />suBDm at LOT: <br />ABBOTT PARK <br />LOT #8 <br />BLK. #9 <br />PROJECT# <br />04181.000-08091 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE 8WWG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH ER. C <br />