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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />i <br />} <br />STEEL REINFORCING IN GROUTED <br />°o <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />d <br />SPACING REQUIREMENTS <br />a <br />SPACING REQUIREMENTS <br />5 <br />GARAGE DOOR <br />i ���- <br />RECESS <br />�N <br />° FM <br />b <br />8"CMU WALL <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />sI I <br />FOUNDATION WITH 30" LEG EACH+-0'-0'WAY <br />a' <br />b <br />° <br />TOP OF SLABIN <br />K-11 W AT ALL CHANGES IN DIRECTIONS <br />$O THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />-�+ <br />• - <br />°I ° MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• •.� <br />SEE SLAB SCHEDULE <br />a BAR SIZE 40 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (I -STORY) <br />18" <br />L <br />• <br />EXT. FOR SLAB <br />- VARIES <br />Y SEE SLAB SCHEDULE TOP OF GARAGE <br />V CHAMFER <br />I�.°- I� <br />O' CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />>;p. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/1/Z' ISOLATION _° <br />..• 6" CHAMFER (2STORY) <br />W/ 1/2' ISOLATION <br />I• 6' CHAMFER <br />wi <br />0-O <br />JOINT(NMERE - • <br />APPLICABLE <br />• #4 24" <br />SEE SCHEDULE #5 30" <br />JOINT(WHEREz <br />APPLICABLE) <br />(2-STORY) <br />) <br />a 8EE SCHEDULE <br />ANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WAD, BAR SIZE <br />36° <br />z <br />g <br />FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />I.. <br />AND BAR QUANTITY <br />F' <br />AND BAR QUANTITY <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 47 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />scALE:3la"=r-a' <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />(� GARAGE <br />4 <br />3 SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />g w <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />J <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />m <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />`g <br />AR ®24" O.C. CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />SLAB <br />2X4 OR BEARING <br />GEE <br />PROVIDE BLOCKING <br />• <br />S. <br />ZSYP NO2 STUDS <br />WALL W <br />PLANS FOR SPACING. SINGLE <br />a O <br />4s I <br />_ <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPED <br />g'g EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />J 8", UNO <br />NAIL 16" O/C STAGGERED. <br />• <br />W/FLANGE®BABE <br />S FOLLOW ALLMANF, <br />ADDITIONAL METAL <br />.� 4" CONC., REINF. W/ <br />I SPECIFICATIONS FOR <br />USE AND <br />CONNECTORS NOT <br />RED RED WHEN NO <br />° 'A6"#10 WWM ON <br />I7 <br />PREPARATION OF <br />UPLIFT IS PRESENT. <br />_ <br />w 6�MIL POLY ETHYLENE <br />VAPOR BARRIER ON <br />4" r HOLE. <br />w <br />SEE SLAB SCHEDULE <br />W. <br />• WELL -COMPACTED <br />• <br />SECURE FLANGE TO <br />CLEAN FILL TERMITE <br />1 1 TREATMENT SHALL BE <br />SLAB W/(4) 1/4" X 2 1/4"-} <br />TAPCONS <br />e1,0'-0" <br />TOP OF SLAB <br />a •: - BORA-CARE <br />, u , <br />1 <br />„4 <br />-��-� a <br />• <br />(2) CONT. #4 REBAR <br />4" CHAMFER STORY) <br />�— -r-• —� <br />.'r--•-a <br />• <br />h(2) <br />6" CHAMFER (2STORY) <br />a #5 REBAR ON CHAIRS <br />e• <br />2000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SEE SCHEDULE <br />17' MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED SOIL <br />4 , <br />g O COMPACTED SOIL <br />FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN T-61 <br />n0 PERPLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />8 <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />SCALE:3/4"=V-7 <br />(NO UPLIFT) <br />5 <br />�+ <br />FOOTING W/ BLOCK WALL <br />SCALE: /4"=1' Y' <br />V SCA E: 3 4"=1' fY' <br />� <br />SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" 0/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2X4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />J <br />CONNECTORS NOT <br />w <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />�$ <br />8" CMU WALL <br />+_ a-0' <br />POURED LINTEL CONT. (TYP.) <br />'rp:. 8"CMU FILLED CELL (TYP.) <br />b <br />TOP OF SLAS <br />SEE SLAB SCHEDULE <br />e, <br />2X WALL FRAMING <br />[/�-�--+ <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5' <br />TOP OF SLAB <br />Y <br />n <br />• 4' MINIMUM EMBEDMENT INTO <br />g <br />I "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° • <br />b <br />- <br />) "• CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° y ` <br />' <br />•� POURED MONOLITHICALLY WITH <br />• <br />- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />BEE SCHEDULE <br />FOR WAD, BAR SIZE <br />_l�'�.a.' <br />i� <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />./ AND BAR QUANTITY <br />1 t 1 <br />�{ jN <br />«ll <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />(DLINT�ERIOR <br />ALE3/4"=T-U' (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />11 SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y <br />BTJHDM ac LOT: <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT# <br />04181.000-16111 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE BVI MG: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />