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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}v <br />.v <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a" <br />O } <br />t <br />SPACING REQUIREMENTS' <br />r o_ <br />uj <br />j <br />'s—FM <br />GARAGE DOOR <br />N <br />a <br />"�.•: <br />v,. <br />7 <br />RECESS <br />0: y <br />Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS BAR <br />to W <br />B+ <br />fO <br />o <br />? +- <br />,'I IN FOUNDATION WITH 3T LEG EACH <br />° <br />uj <br />U <br />b <br />+ - .p• <br />9. <br />• WAY AT ALL CHANGES IN DIRECTIONS <br />N <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... ai SO THAT THE STEEL REINF. IS CONTINUOUS <br />v <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB <br />W/ 1n" ISOLATION <br />4' <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR CIA <br />4" CHAMFER (1STORY) <br />'I`3 13' <br />; .�'-^ <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SL48 CHAMFER <br />' a. I . 'I CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />'- l Lp, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />JOINT (VhiFRE <br />t. � � <br />e" CHAMFER (2-STORY) <br />#4 <br />24. <br />W/ in" ISgATION <br />4" (15TORV) <br />S" CHAMFER (2STORV) <br />.: <br />B_p" <br />APPLICABLE) <br />z <br />SEE SCHEDULE #S <br />30' <br />JOINT (WHEREi <br />APPLICABLE) <br />EE SCHEDULE <br />Z 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR VVXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />#7 <br />47 <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />r,_'�EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3l4'"=1'-O' <br />&,_"�EXTERIOR <br />SCALE: 3/4'=1'-P <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: <br />W <br />Ch <br />a <br />N NEW REINF. BAR <br />2" CAPPED <br />¢Oo <br />¢ a SECURED W/2-PART <br />a S EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />J g 8", UNO <br />W/FLANGE 0 BASE <br />p FOLLOW ALL MANE <br />y SPECIFICATIONS FOR <br />Q <br />%USE AND <br />PREPARATION OF <br />Z HOLE. <br />SECURE FLANGE TO <br />ul <br />SLAB WY(4) 1/4" X 21/4" <br />TAPCONS <br />4" CHAMFER (I -STORY) <br />e" CHAMFER (2-STORY) <br />ADDING BAR TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />6 <br />SCALE: 3/4"=T-0" <br />SCALE: 3/4"=1'-(Y' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />d <br />qgs <br />CL <br />0 w 8" CMU WALL <br />0 <br />I°., .. TOP OF SLAB <br />SLAS SCHEDULE <br />= <br />Z •3EE <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />!::::::!FFOR <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />EDULE <br />,BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />AND COL. PAD <br />SFOaTING <br />SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-7744078 <br />FAX: 407-774.4078 <br />www.abdosigagroup.com <br />L AA N: 0003325 <br />*a <br />i <br />i <br />sysaiv a# =.oar <br />SILVERADO <br />LOT #13 <br />BLK^ #7 <br />lmwa <br />0Tfp <br />0�— 071 <br />�coas� <br />4EBB <br />"1828-CALI" <br />GARA02 swneo: <br />LEFT <br />PALM <br />DETAILS <br />150 MPH EXP. B <br />ffm <br />DA3/08/19 <br />sCAIM 1/4"=1'-0" <br />Dime" <br />S1.1A <br />