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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />5 a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS' <br />P_. <br />Rr <br />G <br />Q <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />W•^ <br />RECESS <br />FM <br />•, <br />gZ) <br />K Z <br />8" CMU WALL <br />O to <br />8" CMU WALL <br />, . 1 CORNER BARS, SAME SIZE AS BAR <br />>I I <br />w W <br />8' <br />O m <br />Z <br />- <br />+- 01-T <br />• IN FOUNDATION WITH 30" LEG EACH <br />d • <br />W ,t, <br />U) <br />dS <br />TOP OF SLAB <br />4 WAY AT ALL CHANGES IN DIRECTIONS <br />I ., SO THAT THE STEEL REINF. IS CONTINUOUS <br />jf <br />TOP OF SLAB <br />e ,,,:,,y <br />•I. • MATCH AMOUNT OF CONTINUOUS BARS <br />?k- <br />CURB FOR <br />EXT. PORCH SLAB <br />Wl 1I2' ISOLATION <br /><-�Y"-„ <br />- <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 <br />4"CHAMFER (1STORV) <br />M3 <br />EXT. PORCH SLAB <br />- V I S <br />SEE SLAB SCHEOULE TOP OF GARAGE <br />I' 4" CHAMFER (I <br />I ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'- 7=0, <br />MASONRY <br />SET <br />AT ELEV: <br />JOINT (WHERE•�1 <br />W CHAMFER (ISTORY) <br />q4 <br />WI 1/2'ISOLATION <br />-STORY) <br />1� .a 6'•CHAMFER (2STORY) <br />U <br />APPLICABLE) z <br />SEE SCHEDULE NS <br />142' <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />• • EE SCHEDULE <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />it <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />q7 <br />Z4 <br />r,-"\EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3l4'�1'-0" <br />2 <br />BCALE: 3/4"=r.a' <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />4 <br />DOOR OPENING <br />BCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />W <br />Z. <br />STEEL REINFORCING IN GROUTED <br />2' CAPPED <br />j 0) NEW REINF. BAR <br />CELL SEE PLAN FOR SIZE AND <br />GALVANIZED PIPE <br />O IL SECURED W/2-PART <br />0 SPACING REQUIREMENTS <br />W/FLANGE 0 BASE <br />g I EPDXY. MIN. EMBED <br />8", LINO <br />QQ w <br />m <br />Q O FOLLOW ALL MANF. <br />y K SPECIFICATIONS FOR <br />I USE AND <br />U <br />a <br />0 Z 8" CMU WALL <br />SECURE FLANGE TO <br />_ <br />F PREPARATION OF <br />6 <br />SLAB W/(4)1/4" X 21/4" <br />HOLE..0 <br />TAPCONS <br />L�U. <br />TOP OF SLAG <br />4 TOP OF SLAB <br />o O} <br />Q' <br />` QQ <br />EXT. PORCH SLAB <br />W/1/1" ISOLATION6" <br />SEE SLAB SCHEDULE <br />4"CHAMFER (1STORV)4" <br />W <br />a, <br />CHAMFER (1-STORY) <br />CHAMFER (2STORY) <br />JOINT (WHERE <br />CHAMFER (2-STORY)6" <br />• <br />APPLICABLE) <br />Z MATCH STEEL <br />n#7,2" <br />PVC CHASE <br />THRU FOOTING <br />gEINFORCEMENT6" <br />PER SCHEDULE <br />8" PVC CHASE THRU FOOTING <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />BOLLARD <br />5 <br />ADDING BAR TO <br />R SIZE <br />WxD UANTITY <br />PVC CHASE <br />PER SCHEDULE <br />6CALE:34""'-0" <br />MONOLITHIC FOUNDATION <br />AND BARQOR <br />SCALE: <br />G)jTtHLRUFOOTING <br />3/4"=l'-0' <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />g <br />o� <br />�U <br />p 0) <br />B" CMU WALL <br />'p Z <br />POURED LINTEL CONT. (TVP.) <br />IT' CMU <br />CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />��••. <br />2X WALL FRAMING <br />Z <br />f SEE SLAB SCHEDULE <br />1/2' DIA. USP 7250SO BOLTS 5' <br />MINIMUM EMBEDMENT INTO - <br />g <br />"ISOLATED" COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITHFOUNDATION <br />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:314"=1'-0" <br />11 <br />SCALE: 3/4"=1'-0" <br />d N. RONALD RFAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />� <br />P <br />L <br />Y? <br />4 <br />V <br />IL <br />LL¢ <br />R <br />Q <br />14 <br />Sual)m Ae IAT <br />ABBOTT PARK <br />LOT ##2 <br />BLK ##8 <br />PROJECT* <br />04181.000-02081 <br />MODZIs <br />4EAB <br />"1672- ARIA" <br />GARAGE a11ING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />Dw� 00/12/19 <br />SCALE: 1/4"=1'-0" <br />B*Mmr <br />S1.1A <br />