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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />2_ <br />STEEL REINFORCING IN GROUTED <br />� - <br />CELL SEE PLAN FOR SIZE AND <br />g i <br />C <br />CELL SEE PLAN FOR SIZE AND <br />c <br />o a <br />SPACING REQUIREMENTS <br />r <br />C <br />SPACING REQUIREMENTS <br />P- <br />s. <br />GARAGE DOOR <br />J <br />a. <br />Q <br />� =.. FT`..." <br />g L4 RECESS <br />K CL <br />Z <br />8" CMU WALL <br />co <br />O <br />8" CMU WALL <br />I , I CORNER BARS, SAME SIZE AS LARGER BAR <br />w U, 8" <br />O <br />Z <br />° 9 IN FOUNDATION WITH 30" LEG EACH <br />W = <br />y <br />0' <br />- TOP OF LAB S <br />,J WAY AT ALL CHANGES IN DIRECTIONS <br />• v' SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />TOP OF SLAB <br />,_ _ <br />Ij <br />_. <br />(° MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />° as <br />EXT PORCH SLAB <br />W/ i/2" ISOLATION ea <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (,STORY) 18" <br />#3 <br />° <br />EXT. PORCH <br />a SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />IL <br />o... _ILL CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />b AT ELEV: <br />JOINT (WHERE a • • <br />6' CHAMFER (2-STORY) <br />TORY) <br />p.{ 24" <br />W/ 1l2" ISOLATION <br />(1 -STORY) <br />! 6"CHAMFER (2-STORY) <br />.: <br />APPLICABLE) i <br />SEE SCHEDULE a5 30„ <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />0 EE SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE <br />#6 36 <br />m <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />I <br />AND BAR QUANTITY <br />#7 42" <br />AND BAR QUANTITY <br />NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), LIND <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=1'-0 <br />, <br />@ GARAGE SCALE:34"=1'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />( D <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />O a I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />5 N NEW REINF. BAR <br />O N SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE BE BT. PLATE TO SLAB W/ <br />1/2'W" WEDGE ANCHOR W/2" <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />-+ Q 8", LINO <br />PLATE <br />EPDXY 5-12" EMBED. MIN. i6" OC <br />SLAB W/1W MASONRY <br />W/FLANGE 0 BASE <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL ,6" O/C STAGGERED. <br />SPECIFICATIONS FOR <br />Q <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />m <br />[0 USE AND <br />I REPARATION OF <br />N P <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />HOLE. <br />COMMON NAILS FILL ALL N <br />UPLIFT IS PRESENT. <br />Z a:HOLES, <br />DO NOT USE 10d w <br />w <br />SECURE FLANGE TO <br />SLAB W/(4)114" X 2 v4° <br />g �' <br />x 3" SEE SLAB SCHEDULE <br />a:TAPCONS <br />SEE SLAB SCHEDULE <br />QO <br />Q <br />Q <br />TOP OF SLAB <br />TOP OF SLAB <br />4" CHAMFER (1STORY) <br />6"CHAMFER (2-STORY) <br />• a <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />%,INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />SCALE:34"=1'-0" <br />1 <br />SCALE:3/4"=1'-0" (NO UPLIFT) <br />SQALE:34"=,-0" <br />SCALE:34"=1'-0 (W/UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB WI10d MASONRY NAIL <br />W <br />16" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />e m <br />CL <br />CONNECTORS NOT <br />w <br />REQUIRED WHEN NO <br />8"CMU WALL <br />UPLIFT IS PRESENT. <br />M Z <br />0'-0. <br />° ' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I� <br />0o <br />Z <br />z <br />SEE SLAB SCHEDULE <br />TOP OF SLABa° <br />_ <br />"ISOLATED"COLUMN PAD <br />CENTERED UNDER WALL AND <br />d!_, <br />. < <br />•* ... <br />POURED MONOLITHICALLY WITH <br />a,• <br />r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR BAR SIZE <br />FOR WxO, BAR SIZE <br />BARWxD <br />AND AR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />G) <br />10 <br />SCALE:3'4"=,'-0" <br />(NO UPLIFT) <br />SCALE:3/4"=V-0" <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abde•igngroup.com <br />AA k: 0003325 <br />a <br />6 <br />C <br />i <br />;W <br />0 <br />aUDD:v & LOT: <br />ABBOTT PARK <br />LOT #22 <br />BLK #8 <br />PROJECT <br />04181.000 22081 <br />ID'41' <br />408" <br />"DAKOTA" <br />CARACE awlNG: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />