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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />— <br />j(r1 <br />•", <br />CELL SEE PLAN FOR SIZE AND <br />s _ <br />CELL SEE PLAN FOR SIZE AND <br />°•�° <br />�1" �' <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />o��• <br />GARAGE DOOR <br />a <br />ay <br />°-�' <br />RECESS <br />p <br />`� <br />• FM <br />w <br />o� <br />b <br />8"CMU WALL <br />� <br />6"CMU WALL <br />.. � CORNER BARS, SAME SIZE AS LARGER BAR <br />B' <br />a <br />IN FOUNDATION WITH 30" LEG EACH <br />m w <br />WAY AT ALL CHANGES IN DIRECTIONS <br />•vl <br />TOP OF .10 <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />. ..Y <br />- <br />-+I.�-+-�-i •may—+. <br />•'•I MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />i ..f - ,•. <br />a <br />EXT. PORCH SLAB ^ <br />W/ 1/2" ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />18' <br />.' <br />."" . <br />EXT. PORCH SLAB <br />Il <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER (1-STORY) <br />I•I'• <br />I� <br />'" P. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />N/ <br />UNITS SET <br />�,p AT ELEV. <br />JOINT (WHERE , "1 <br />6"CHAMFER (2STORY) <br />#4 24" <br />W/ 1/2" ISOLATION , . <br />6' CHAMFER (2-STORY) <br />pip <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE T�: <br />APPLICABLE a- <br />) <br />SEESCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE „ <br />AND BAR QUANTITY <br />f <br />FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />& <br />AND BAR QUANTTY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4'=1'-0' <br />, <br />6QALE:3/4'=,'�' <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONIC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48' <br />5 <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />O N <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />a <br />m 5 <br />#4 REBAR �24" O.C. CENTER OF <br />OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WAW/ <br />� <br />SLAB <br />2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />i rc <br />a ° <br />WALL W/ SYP <br />P <br />No 2 STUDS SEE PLANS FOR <br />I <br />I NEW REINF. BAR <br />SECURE BT. PLATE TO SLAB W/ <br />SPACING. Sit, TM. PLATE <br />1/2'k9" WEDGE ANCHOR W/ 2' <br />' <br />o m SECURED W/ 2- PART <br />EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2' EMBED. <br />7' CAPPED <br />GALVANIZED PIPE <br />5 V.. UNO <br />MIN. 0 16' OC <br />SIMPSON SPH4 OR SPH6 MAX. <br />�'. 4• <br />• § <br />W/FLANGE @ BASE <br />i FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />h <br />I 4" CONC„ REINF. W/ <br />i SPECIFICATIONS FOR <br />ANCHORS W/ 10tl x 1 12" <br />fi <br />J7 "x6' #10 WJJM ON <br />�. <br />4 <br />USE AND <br />(a. <br />COMMON NAILS FILL ALL <br />POLY ETHYLENE <br />M <br />PREPARATION OF <br />w o 4„ <br />HOLES, DO NOT USE 10d <br />" <br />VMIL <br />VAPOR BARRIER ON <br />HOLE. <br />x 3' rc SEE SLAB SCHEDULE <br />a <br />• I•( 1� WELL -COMPACTED <br />SECURE FLANGE TO <br />CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 211,V0'-0" <br />jJ <br />TREATMENT SHALL BE <br />BORA-CARE <br />TAPCONS <br />m, FO <br />• <br />TOP OF SLAB 4 2 <br />(2) CONT. #4 REBAR <br />AMFER (1-STORY) <br />Fli.'.'C.HAMFER <br />(2-STORY) <br />(2) #5 REBAR ON CHAIRS <br />IT <br />• q' <br />.04 4 <br />12, MIN. DEPTH INTO m <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. SEE SCHEDULE <br />FOR BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />m � <br />COMPACTED SOIL <br />BAR <br />AND BAR QUANTTY <br />SLAB HEIGHT LESS THAN T-6' <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR <br />MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />6QALE:3/4'-,'-0' <br />5 <br />6 <br />(W/ UPLIFT) <br />FOOTING <br />W/ BLOCK WALL <br />SCALE 3/4'=1'0 <br />SCALE 3/4"=1'-0' <br />1 A <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48" ----�i <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />TE TE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />OF WALL W/PLAN <br />AND NAIL W/ COMMON <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT, <br />PLANS FOR SPACING. SINGLE <br />€ <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />o u <br />SLAB W/10tl MASONRY <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10tl MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />a <br />CONNECTORS NOT <br />CONNECTORS NOT <br />Q <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8"CMU WALL <br />+-0'-0" <br />POURED LINTEL CONT. (TYP.) <br />F SEE SLAB SCHEDULE <br />'• <br />8"CMU FILLED CELL(TVfl) <br />io ' , TOP OF SLAB <br />SEE SLAB SCHEDULE <br />+- 0' <br />2X WALL FRAMING <br />TOP OF SLAB <br />+- 0'-0" <br />'I SEE�SLAS SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />4 <br />70P OF SLAB <br />4• <br />• <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />' ' 'y-4 ' <br />, •� •-� <br />5, ° • CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />• <br />°� <br />POURED MONOLITHICALLY WITH <br />" .a <br />FOUNDATION AND SLAB <br />• <br />SEESCHEDULE <br />SEESCHEDULE <br />EO. EO. SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />FOR WrD, BAR SIZE <br />AND BAR QUANTITY <br />FOR MD, BAR SIZE <br />AND BAR QUAN7 <br />,FL <br />T <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />8 <br />9 <br />FOOTING AND COL. PADCONNECTION <br />SCALE 3/4"=V-0' <br />(NO UPLIFT <br />\)10 <br />"''Cj_,�BLOC2tL�'" <br />d N. RONALD REAGAN BI <br />LONG WOOD, FL 32750 <br />PH: 407.774-8078 <br />FAX: 407.7744078 <br />www.abd eslgngroup.com <br />AA #: 0003326 <br />a <br />5fikleg <br />9VHDIV. ae IaOT: <br />ABBOTT PARK <br />LOT# 38 <br />BLK 7 <br />PROJECT* <br />04181.000-38071 <br />�LODEic <br />3EAB <br />"1504-ALLEX" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH <br />