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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />v7 <br />Z <br />STEEL REINFORCING IN GROUTED <br />d " <br />I, <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />-^ — <br />T q ^_ <br />,•! <br />d <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />0 <br />SPACING REQUIREMENTS <br />, <br />+ q_ <br />> <br />w <br />U <br />Tf <br />�q• :. Tom..' Y- • <br />GARAGE DOOR <br />RECESS <br />ELI <br />rn <br />• <br />W <br />Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />1 , . CORNER BARS, SAME SIZE AS BAR <br />O - <br />c <br />Z <br />a4r <br />I IN FOUNDATION WITH 30' LEG EACH <br />W = <br />WAY AT ALL CHANGES IN DIRECTIONS <br />rn N <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... $O THAT THE STEEL REtNF. IS CONTINUOUS <br />Itl • <br />- VARIES <br />MATCH AMOUNT OF CONTINUOUS BARS <br />�, <br />?k- CURB FOR <br />MASONRY <br />EXT. PORCH SLAB <br />W/ 112' ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4' CHAMFER (1-STORY) <br />#3 18" <br />EXT. PORCH SLAB <br />_ SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER (I <br />Il. <br />I•I: <br />a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />7;0, AT ELEV: <br />JOINT ERE •. • � <br />8" CHAMFER (2-STORY) <br />it4 24" <br />W/ 12' ISOLATION <br />-STORY) <br />! 6' CHAMFER (2STOR1) <br />APPLICABLE) z <br />SEE SCHEDULE <br />X' 30' <br />JOINT (WHERE. <br />•! a; EE SCHEDULE <br />4. - <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS WAVING <br />FOR WxD, BAR SIZE <br />APPLICABLE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />1 <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />g7 42 <br />u <br />EXTERIOR <br />MONO -FOOTING <br />/ EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:34"=1'-0' <br />n <br />2 s�' <br />CORNER BARS DETAIL <br />OPENING <br />@ GARAGE <br />3 <br />ODOOR <br />SCALE: W4"=1'-Ir <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NIL W/ 16d COMMON <br />A <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OIC 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 />to <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />GALVANIZED PIPE <br />5 NEW REINF. BAR <br />O SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />112'zB' WEDGE ANCHOR W/ 2' <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />r/ <br />W/FLANGE BASE <br />K <br />o- I 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 />5 8', UNO <br />PLATE <br />EPDXY 6-1/2' EMBED. MIN. 016' OC <br />SLAB W/10d MASONRY <br />FOLLOW ALL MANF. <br />USP SPTHA OR SPTHB BTM MAX <br />NAIL 18' O/C STAGGERED. <br />m <br />SPECIFICATIONS FOR <br />N <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />2 � USE AND <br />tOd z 1 1/2" COMMON NAILS <br />CONNEC T <br />SECURE FLANGE TO <br />I- PREPARATION OF <br />AL HOLES, DO NOT USE <br />REQUIRED WHEN NO <br />D WHEN <br />SLAB W/(4) 1/4' X 2 1/4" <br />TAPCONS <br />Z HOLE. <br />;O� W <br />y UPLIFT IS PRESENT. <br />T. <br />J <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />" <br />K- <br />� _� • <br />TOP OF SLAB : <br />+ 0 <br />TOP OF SLAB <br />Q. <br />: ,. <br />-� 4 <br />4" CHAMFER (1STORY) <br />-: <br />6' CHAMFER(2STORY) <br />a.• <br />.. a <br />.�... <br />EQ. EQ. SEE SCHEDULE <br />EQ, EQ.---SEE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE:34"="°" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />C <br />6 <br />p <br />V <br />SCALE:3/4"=1'-0" <br />sCALE:3/4"=1'-0' (W/ UPLIFT) <br />SCALE:3/4"=I'V' (NO 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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />i <br />WALL W! SYP 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE T. PLATE TO <br />o <br />PROVIDE DBL. TOP PLATE <br />SLAB Wl10d MASONRY NAIL <br />W <br />16' O/C STAGGERED, <br />U <br />ADDITIONAL (METAL <br />O <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />aJ <br />p V) 8' CMU WALL <br />UPLIFT IS PRESENT. <br />;2!- <br />POURED LINTEL CONT. <br />:, <br />8' CMU FILLED CELL (fYP.) <br />TOP OF SLA­04B <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />,I• • SEE SLAB SCHEDULE <br />1/2' DIA. USP 7260SD BOLTS 6" <br />,- 0-0" <br />TOP OF SLAB <br />4• <br />Z <br />g <br />Z <br />- ♦ <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEESC <br />E SCHEDULE <br />.;�� <br />. <br />FOR WxD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE:3/4"=1'-e" (NO UPLIFT) <br />G) <br />10 SCALE: 3/4'=1'-0" <br />11 SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />wwwAbdes*ooup.com <br />�L AA 8: 0003325 <br />L <br />O <br />�to <br />p <br />d <br />avnan►. ae LATt <br />ABBOTT PARK <br />LOT #25 <br />BLK. #8 <br />PRO TO <br />04 1. — 0 2 <br />MODE:: <br />4EBB <br />"1828—CAI I" <br />CARACE OWDM: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />DATM 11/20/16 <br />8CM&: 1/4-=1'-0" <br />sir <br />S1.1A <br />