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39' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />I <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />77 <br />•° <br />Q a} <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />O T <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o <br />° P• <br />O t <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />Q <br />m U <br />W <br />11.• _ <br />RECESS <br />—FM • <br />S <br />0. <br />N Z <br />8" CMU WALL <br />O <br />CMU WALL <br />r . CORNER BARS, SAME SIZE AS LARGER BAR <br />W III <br />8• <br />O io <br />p <br />Z_ <br />° >I a IN FOUNDATION WITH 3d' LEG EACH <br />W <br />+_ d1Y' <br />+- 0'-0" <br />B WAY AT ALL CHANGES IN DIRECTIONS <br />y <br />° - TOP OF SLAB <br />TOP OF SLAB <br />I ., SO THAT THE STEEL REINF. IS CONTINUOUS <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•) ° <br />CURB FOR <br />°q <br />EXT. PORCH SLAB4"CHAMFER <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />(1STORY) <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />�•I.° ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />`- /;p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />ISOLATION <br />6•' CHAMFER (2STORY) #3 ,6' <br />#4 24 <br />EXT. PORCH SLABW/1/7' <br />W/1/7ISLATION1 <br />- <br />-_` 6" CHAMFER(2STORY)d�JOINT(WHERE <br />ZEE <br />SCHEDULE <br />3d' <br />JOINT (WHERE <br />APPLICAB)WHEN <br />° <br />♦.APPLICABLE) <br />E SCHEDULE#5 <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />R WxD, BAR SIZE, <br />36' <br />FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />D BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />/'-,-"\EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />scALE:34=,'-0" <br />2 SCALE:3/4'=Ta' <br />R BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />09� <br />4 <br />SCALE: 3/4"=1'-9• <br />SCALE: <br />Z <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' - <br />-/ <br />e" CMU <br />AND NAIL W/ 16d COMMON <br />O <br />co <br />114 <br />VERIFY HEIGHT <br />I <br />a <br />is <br />#4 REBAR �24" O.C. @ CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />3 <br />Z ov <br />SLAB <br />LD <br />2z4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />g a <br />w <br />WALL W/ SYP No 2 STUDS SEE <br />C) <br />7 <br />5' <br />0 a I <br />PLANS FOR SPACING. SINGLE <br />O <br />rC� <br />I <br />7'CAPPED <br />j U NEW REINF. BAR <br />O �- SECURED W/2- PART <br />IL g EPDXY. MIN. EMBED <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB V Dd MASONRY <br />- <br />O/CTIONAL STAGGERED. <br />° . a^ -. <br />GALVANIZED PIPE <br />� — <br />Q O FOLLOW ALL MANF. <br />ADDUNO <br />ADDITIONAL METAL <br />W/FLANGE @ BASE <br />S SPECIFICATIONS FOR <br />CONNECTORS NOT <br />iv <br />1 4" CONC., REINF. W/ <br />I <br />N Q <br />I USE AND <br />REQUIRED WHEN NO <br />F <br />• 1 k6' #10 W WM ON <br />o <br />F PREPARATION OF <br />U <br />UPLIFT IS PRESENT. <br />W <br />6-MIL POLY ETHYLENE <br />U v HOLE. <br />W <br />VAPOR BARRIER ON <br />Z <br />w <br />SEE SLAB SCHEDULE <br />= Q <br />I WELL -COMPACTED <br />SECURE FLANGE TO <br />CLEAN FILL TERMITE <br />11 <br />SLAB W/(4) 1/4" X 2 1/4" <br />co,� <br />d-0" <br />TREATMENT SHALL BE <br />BORA-CARE <br />TAPCONS <br />Q <br />TGP OF SLAB <br />CONT. REBAR <br />' (2) #4 <br />4" CHAMFER(1STORY) <br />'�` •�- <br />II. h <br />6" CHAMFER (2-STORY) <br />Y1� (2) #5 REBAR ON CHAIRS <br />♦ s <br />EQ. EQ. <br />EE SCHEDULE <br />12" MIN. DEPTH INTO ? W <br />2,000 PSF VIRGIN SOIL OR 95% <br />FOR WAD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL �O <br />COMPACTED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN T-6' mU <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR <br />MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />scALE:34=1'-0 <br />(NO UPLIFT) <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />scALE:34=rd <br />scALE:3/a=r-d <br />1 <br />SCALE 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C 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 />Z <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 a SPACING REQUIREMENTS <br />rG <br />PROVIDE DBL TOP PLATE <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />v <br />REQUIRED WHEN NO <br />IL - Z 8" CMU WALL <br />UPLIFT IS PRESENT. <br />LINTEL CONT.(NP.) <br />O ro <br />b9-90'-0"6' <br />CMU FILLED CELL (TYP.) <br />TOP OFSLAB <br />TOP OFSLABSEE <br />SLAB SCHEDULE <br />2X WALL FRAMINGdam•10DIA. <br />TOP OF SLAB <br />- -n ^ <br />JPOURED <br />SIMPSON ST32 BOLTS 5" <br />EMBEDMENT INTO <br />GROUTED FROM ENDS AND <br />`" - SEESLAB SCHEDULE <br />EXT. PORCH SLAB 4" CHAMFER (15TORY) <br />BAR SIZE 48 BAR DIA <br />WMINIMUM - c <br />16• <br />CELL, 4" <br />W/ 112" ISOLATION <br />6" CHAMFER (2-STORY) <br />#3 U <br />° <br />16' O.C. VERTICALLY MAX <br />JOINT (WHERE <br />♦ <br />#4 24" <br />A�-- <br />APPLICABLE) <br />Z MATCH STEEL <br />#5 3d' <br />6" PVC CHASE <br />g REINFORCEMENT <br />#6 <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />PER SCHEDULE <br />6'PVC CHASE THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />% INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />SCALE 3/4"'1•-9' (NO UPLIFT) <br />� 2 <br />SCALE: 3/P'=1'-0" <br />SCALE: 3/4"=1'-O" <br />S N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7745078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA A: 0003326 <br />Y <br />a <br />c <br />o <br />3 <br />y <br />O <br />R <br />m <br />A <br />9 <br />1A <br />W <br />00 <br />r <br />SvsDiv. ae I.OT: <br />ABBOTT PARK <br />LOT #18 <br />BLK. #7 <br />PROJECTO <br />04181.000-18071 <br />MODET, <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SVFWG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 PH E . C <br />