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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />2 <br />STEEL REINFORCING IN GROUTED <br />v <br />CELL SEE PLAN FOR SIZE AND <br />¢ a <br />CELL SEE PLAN FOR SIZE AND <br />q <br />>.��v <br />�} <br />SPACING REQUIREMEMS <br />0� <br />¢¢ <br />SPACING REQUIREMENTS <br />!r <br />�q. <br />GARAGE DOOR <br />m U <br />w <br />m <br />w <br />_ ... <br />_ ••. <br />W <br />RECESS <br />m- <br />J <br />v iL <br />Q <br />_I q -T� <br />FM <br />n <br />¢ y <br />- Z <br />8" CMU WALL <br />O 1n <br />- <br />8" CMU WALL <br />I <br />ffff CORNER BARS, SAME SIZE AS BAR <br />rn W <br />W= <br />8" <br />O <br />ion <br />ro <br />_ Z <br />fO - <br />* -0• <br />1•. I IN FOUNDATION WITH 30" LEG EACH <br />• �I'' <br />i-oo <br />a p-0" <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />rn y <br />TOP OF RI AS <br />TOP OF SLAB <br />I ... ••'' SO THAT THE STEEL REINF. IS CONTINUOUS <br />.1 ~� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />I <br />CURB F <br />- <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />#3 18' <br />r - <br />EXT. PORCH SLAB <br />luj' -VARIES <br />_ SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER 1STORV <br />�' ILL <br />''-q CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />7p. <br />MASONRY <br />ET <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLAnON <br />JOINT (WHERE <br />< <br />6" CHAMFER (2STORY) <br />24" <br />W/ 112" ISOLATION <br />.< <br />6" CHAMFER (2STORY) <br />01_ <br />APPLICABLE) <br />Z <br />SEE SCHEDULE <br />#5 3a' <br />JOINT (WHERE. <br />APPLICABLE) <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />�L <br />FOR WxD, BAR SIZE <br />36" <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:3a=r-a <br />2 <br />GARAGE SCALE:3/4"=r-a• <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=7'-O" <br />SCALE: 3/4"=7a' <br />LAP TOP PLATE A MIN. OF 48' --�-_ <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4" M 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 />W <br />WALL W/ SYP No 2 STUDS SEE <br />W u <br />PLANS FOR SPACING. SINGLE <br />2" CAPPED <br />0 N NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />O m SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />W/FLANGE BASE <br />d I EPDXV. MIN. EMBED <br />SLAB W/10d MASONRY <br />� Q 8", UNO <br />NAIL 16" O/C STAGGERED. <br />FOLLOW ALL MANF. <br />9 <br />SPECIFICATIONS FOR <br />co <br />co a) USE AND <br />SECURE FLANGE TO <br />PREPARATION OF <br />W <br />SLAB W/(4) 1/4" X 2 1/4" <br />Z HOLE, <br />K <br />SEE SLAB SCHEDULE <br />TAPCONS <br />W1 <br />Q <br />Q- <br />TOP <br />OF SLAB <br />4" CHAMFER (1STORY) <br />-.-4- <br />4 . <br />6" CHAMFER (2-STORY) <br />e <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />BAR QUANTITY <br />5 <br />BOLLARD <br />ADDING BAR TOAND <br />R CURB FOUNDATION <br />WOOD WALL <br />SCALE:34"=1-0 <br />MONOLITHIC <br />FOUNDATION <br />(DVIETLE <br />:34"=,'-a <br />(NO UPLIFT) <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />¢a <br />o> <br /><t <br />mW <br />U_ <br />a <br />(X N <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />'+p. 8" CMU FILLED CELL (TVP.) <br />TOP OF SLAB <br />I•. - <br />2X WALL FRAMING <br />• IT <br />SEE SLAB SCHEDULE <br />, 1/2" DIA. USP 725OSD BOLTS 5" <br />Z <br />? <br />a' <br />MINIMUM EMBEDMENT INTO <br />� <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />4 ' CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />=�-y POURED MONOLITHICALLY WITH <br />. _ <br />'------ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />10 <br />scALE: 3/a'•=r-a' <br />11 <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />q! <br />oV <br />V <br />0 <br />mO <br />Fe <br />G <br />acreniv ee IAT: <br />SILVERADO <br />LOT #53 <br />BLK. #6 <br />PllOJSCTjp <br />04128.002-53061 <br />acoDB .: <br />4EGB <br />"GALEN" <br />GAP-4Za STIMG: <br />RIGHT <br />PASS: <br />DETAILS <br />%150 MPH EXP. B <br />' 0 <br />11 <br />A CRA <br />L AR NO 93723 J <br />DA 1/18/19 <br />scALS: 1/4"=1'-0" <br />8211= <br />S1.1A <br />