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30" <br />IN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />•• ^—' — ' — <br />q <br />' <br />_ <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />..•�q. <br />P_ <br />O <br />SPACING REQUIREMENTS <br />�— <br />1 'y�.r <br />t <br />W <br />:. . '. �_.. -- <br />GARAGE DOOR <br />RECESS <br />U <br />I <br />��.�•. <br />C rn <br />< <br />q I <br />q �—• <br />FM <br />O m 9 <br />8' CMU WALLL <br />8" CMU WALL <br />• E SIZE AS BAR <br />BARS, TH <br />8• <br />6 <br />O <br />Z <br />N FOUNDATION WICORNER <br />Nr LEG EACH <br />!" <br />Iyl U <br />O I WAY AT ALL CHANGES IN DIRECTIONS <br />to <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... •' SO THAT THE STEEL IS CONTINUOUS <br />• <br />. <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• .) CONTINUOUS <br />`I •I • <br />?k- CURB FOR <br />MASONRY <br />EXT. PORCH 9LAB <br />• <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1-STORY) <br />i8" <br />+ <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER <br />• q. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />' • <br />UNITS SET <br />7b+ AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE e'� <br />6" CHAMFER (2STORY) <br />n4 24' <br />WIT.ISOLATION <br />(1STORY) <br />`�'d--'� • 6' CHAMFER (2-STORY) <br />0'-0^ <br />APPLICABLE) z <br />SEE SCHEDULE <br />85 30' <br />JOINT (WHERE <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WxD, BAR SIZE Y6 36" <br />APPLICABLE) <br />Z <br />FOR WxD, MBAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34'=,'-o' <br />2 <br />SCALE:34'=,'-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />SCALE: 314'=1'-0' <br />SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 4W <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 STM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />W <br />WALL W/ SYP <br />WALL W/ SYP N;i! <br />2' CAPPED <br />GALVANIZED PIPE <br />❑j NEW REINF. BAR <br />S <br />a SECURED 2- PART <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />WEDGE <br />PLANS FOR SPA <br />BTM. PLATE TO <br />W/FLANGE � BASE <br />N. <br />g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASH <br />WASHER SET IN HIGH STRENGTH <br />HIGHSNCHOR STRENGTH <br />PROVIDE DBL. TSECURE BT. PLATE TO <br />� 8", LINO <br />g <br />PLATE <br />EPDXY 5-i/2' EMBED. MIN. 16° OC <br />SLAB W/10d MASONRY <br />4 <br />FOLLOW ALL MANF. <br />LISP SPTH4 OR SPTHB 87M MAX, <br />NAIL 16' O/C STAGGERED. <br />SPECIFICATIONS FOR <br />N <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />S � I USE AND <br />x 1 1/2' COMMON NAILS <br />10dFILL <br />SECURE FLANGE 11 <br />SLAB W/(4)1/4' X 2114' <br />F- w PREPARATION OF <br />Z HOLE. <br />HOLES, DO NOT USE <br />REQUIRED <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />TAPCONS <br />of <br />10d xx 3LL <br />W <br />J <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Q-0P <br />OF SLAB : <br />TOP OF SLABCHAMFER <br />. <br />(,STORY) <br />6" CHAMFER (2-STORY)EQ. <br />:4_a <br />EQ. EE SCHEDULE <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE: 3I4•=''-o" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />% sCALE:3/4"=r-o' (W/ UPLIFT) <br />8 scALE:3a"=,'-m (NO UPLIFT) <br />SCALE:3/4'=,'.o' <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 />20 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />p <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/tOd MASONRY NAIL <br />o� w <br />16' O/C STAGGERED. <br />ADDITIONAL METALrr <br />U <br />a <br />CONNECTORS NOT <br />v) <br />REQUIRED WHEN NO <br />p <br />8" CMU WALL <br />UPLIFT IS PRESENT, <br />Z <br />+ 0'-0" <br />POURED LINTEL CONT. (TYP.) <br />CMU FILLED CELL (TYP.) <br />TOP OF SLAB8' <br />SEE SLAB SCHEDULE <br />; <br />2X WALL FRAMING <br />IGROUTED <br />E SLAB SCHEDULE <br />1/2" DIA. USP 7260SD BOLTS 6' <br />2! <br />— <br />♦ , <br />MINIMUM EMBEDMENT INTO <br />P OF SLAB <br />4• <br />g <br />ISOLATEDCOLUMN PAD <br />CELL, 4' FROM ENDS AND <br />zo <br />4 • CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />• <br />•' • <br />POURED MONOLITHICALLY WITH <br />4� <br />, <br />— — — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />�'. <br />-FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�, <br />,I" <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 />9 SCALE:34'=,'-0 (NO UPLIFT) <br />10 <br />SCALE: 3/4"-l'-0' <br />11 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abde*Wngroup.com <br />l AA N: 0003325 <br />all <br />et <br />7 <br />q <br />V <br />O <br />¢�1 <br />V <br />axnmly. at LOT% <br />ABBOTT PARK <br />LOT #5 <br />BLK. #8 <br />PllOaMT <br />48. - <br />molml, <br />4EBB <br />"1828-CALL" <br />OARAoa OWDIM: <br />RIGHT <br />PAGL': <br />DETAILS <br />160 MPH EXP. C <br />plINT <br />Dw 11/25/19 <br />I <br />QCALL': 1/4"=1'-0" <br />arsaar <br />S1.1A <br />