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MIN. EACH WAY <br />THIC FOOTING <br />>�CELL <br />STEEL REINFORCING IN GROUTED <br />?� <br />STEEL REINFORCING IN GROUTED <br />t-!—FM7 <br />SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />c L <br />CELL SEE PLAN FOR SIZE ANDSPACING <br />SPACING REQUIREMENTSUGARAGE <br />DOOR <br />_RECESS <br />m <br />O <br />> <br />•; <br />p <br />6" CMU WALL <br />8" CMU WALL <br />, CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />6 <br />ro � <br />0'-0" <br />IN FOUNDATION WITH 30" LEG EACH <br />.I 6 <br />� N <br />TOP OF SLAB <br />I.f J WAY AT ALL CHANGES IN DIRECTIONS <br />I .v VI SO THAT THE STEEL REINF. IS CONTINUOUS <br />9 <br />TOP OF SLAB <br />-� <br />° <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />.) <br />CURB FOR <br />• SEE SLAB SCHEDULE <br />a BAR SIZE 48 BAR DIA. <br />EXT. FOR SLAB 4" CHAMFER (1•STORY) <br />#3 18" <br />< <br />EXT. PORCH SLAB <br />44 SEE SLAB SCHEDULE TOP OF GARAGE <br />IV: CHAMFER <br />I : v .I� <br />'- o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />� �:o. <br />MASONRY <br />UNITS SET <br />A7 ELEV: <br />6" CHAMFER (2-STORY) <br />O/INT (WHEREION a ` #4 P4„ <br />W/ 12" ISOLATION <br />(I -STORY) <br />I`9 _ 6" CHAMFER (2-STORY) <br /><� <br />APPLICABLE) SEE SCHEDULE #5 30 <br />JOINT(WHERE <br />APPLICABLE ) <br />.: <br />c SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WkD, BAR SIZE <br />i <br />i <br />FOR MO, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />!• AND BAR QUANTITY <br />h <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />!F/ 1 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 scALE:aa"=r-a' <br />2 <br />GARAGE SCALE:34"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w POURED CELL <br />az 8"CMU <br />LAP TOP PLATE A MIN. OF 48'----.`� <br />AND NAIL W/ 16d COMMON <br />5 #d REBAR @24" O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />SLAB <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />qq <br />b <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />o ko I <br />2" CAPPED <br />I <br />WALL W/SYP No 2 STUDS SEE <br />o NEW REINF. BAR <br />PLANS FOR SPACING. SINGLE <br />J ' <br />GALVANIZED PIPE <br />W/FLANGE ® BASE <br />SECURED W/2- PART <br />�0 g I EPDXY. MIN. EMBED <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE <br />SECURE BIT. PLATE TO <br />° <br />8', UNO <br />SLAB W/10d MASONRY <br />°• § <br />o FOLLOW ALL MANF. <br />NAIL 16" O/C STAGGERED. <br />N 4" CONO, REINF. W/ <br />SPECIFICATIONS FOR <br />ADDITIONAL METAL <br />n 'x6" #10 W WM ON <br />7 <br />USE AND <br />I <br />CONNECTORS NOT <br />k 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />i PREPARATION OF <br />REQUIRED WHEN NO <br />c3 VAPOR BARRIER ON <br />W <br />SLAB W/(4) 1/4" X 2 1/4" <br />O 4 4° HOLE. <br />UPLIFT IS PRESENT. <br />i I ,'�' WELL -COMPACTED <br />IJ <br />TAPCONS <br />" <br />> CLEAN FILL TERMITE <br />o }. <br />SEE SLAB SCHEDULE <br />TREATMENT SHALL BE <br />a QO <br />> <br />4 5 BORA-CARE <br />+ 0 0 <br />• <br />TOP OF SLAB <br />(2) CONT. #4 REBAR <br />CHAMFER (1 -STORY) <br />f <br />6" CHAMFER (2--STORY) <br />- ° �� . <br />(2)#5 REBAR ON CHAIRS <br />e <br />• ° <br />2,000 PSF VIRGIN SOIL OR 95% <br />1T MIN. DEPTH INTO <br />COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL ? p <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR VJ D, BAR SIZESLAB <br />HEIGHT LESS THAN 3'6" O PER PLAN <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />sQALE:3/4"=,'-0" <br />MONOLITHIC FOUNDATION <br />o INTERIOR CURB FOUNDATION <br />8 <br />WOOD WALL <br />FOOTING W/ BLOCK WALL <br />6 SCALE:34"=1'-0' <br />scALE:3/4"=r-a' <br />(NO UPLIFT) <br />1A SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <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 />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />a a <br />PROVIDE DBL TOP PLATE SLAB WI,Od MASONRY NAIL <br />16" O/C STAGGERED. <br />O <br />afill <br />ADDITIONAL METAL <br />N <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />;. POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />. <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />.�I° <br />• SEE SLAB SCHEDULE <br />1/2" DIA SIMPSON STB2 BOLTS 5" <br />c <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB - a • <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° ° <br />POURED MONOLITHICALLY WITH <br />• <br />-- r FOUNDATION AND SLAB <br />]�RVWO, <br />SCHEDULE <br />SEE SCHEDULE <br />- <br />BAR SIZE <br />FOR AD, BAR SIZE <br />. / AND BAR QUANTITY <br />AND BAR QUANTITY <br />B <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />g„ FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE:3/4"=T-a' (NO UPLIFT) <br />I V <br />..ALE:34"=1'-0" <br />I I SCALE:34"=1'-0" <br />d N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngrou p.com <br />AA #: 0003325 <br />V <br />Q <br />6 <br />O <br />A <br />a <br />SU13DIV. a. L°OT <br />ABBOTT PARK <br />LOT #11 <br />BLK #11 <br />PROJECT# <br />04181.000-11111 <br />MODEL. <br />4EBB <br />"1828-CALI" <br />GARAGE 8WINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 JWH EA C <br />DATF-RI 06/15/21 <br />ECAWC: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />