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MIN. EACH WAY <br />FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />tMONOLrHIC <br />CELL SEE PLAN FOR SIZE ANDCELL <br />SEE PLAN FOR SIZE AND��SPACING <br />REQUIREMENTS <br />g SPACING REQUIREMENTSII <br />/GARAGE <br />DOOR <br />I <br />RECESS <br />° <br />1 <br />u{ <br />g <br />.e"CMU <br />WALL <br />�' 8" CMU WALL <br />.. I �CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />63 <br />I° +- 0'-0" <br />IN FOUNDATION WITH 30" LEG EACH <br />6 <br />y m <br />r- a.(y, <br />WAY AT ALL CHANGES IN DIRECTIONS <br />P, <br />70P OF SLAB <br />.. <br />' - - TOP OF SLAB <br />I ., SO THAT THE STEEL REINF. IS CONTINUOUS <br />/f <br />_ •--• <br />°I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />CURB FOR <br />• .f _ <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORV) <br />#3 18' <br />,�^�' <br />_ VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />` ' <br />EXT. PORCH SLAB 4" CHAMFER <br />o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />— v;o, AT ELEV: <br />W/ 1/Z' ISOLATION _•'. _ < <br />JOINT (WHERE. <br />6" CHAMFER (2-STORY) <br />#q 2q <br />(I -STORY) <br />W/12"ISOLATION L4 6"CHAMFER (2STORY)•- <br />- a <br />APPLICABLE) <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE •: <br />APPLICABLE) 4 $EE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR W-O, BAR SIZE <br />#6 36' <br />� FOR VV0, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />Zv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:34"=r-0" <br />chi GARAGE SCALE:3/4"=1'-0' <br />3 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w <br />POURED CELL <br />a we" <br />CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />5 <br />#4 REBAR @24" O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />`& <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />40 <br />o x, <br />?' <br />I <br />WALL W/ SYP <br />I <br />Z' CAPPED <br />= NEW REINF. BAR <br />o <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />SECURED W/ 2- PART <br />�a <br />SPACING. SINGLE BTM. PLATE <br />1/Yk9' WEANCHOR Wf 7' <br />W/FLANGE @ BASE <br />EPDXY. MIN. EMBED <br />5 <br />I <br />TO BE PT. PROVIDE DEL. TOP <br />WASHER SET IN HIGH STRENGTH <br />", UNO <br />PLATE <br />EPDXY 5-12" EMBED. MIN. @ 16" OC <br />§ <br />¢ FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />Ey <br />Is 4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />I <br />BTM AND TOP PLATE <br />6'k6" #10 WWM ON <br />€ USE AND <br />ANCHORS W/ 10d x 1 <br />1/2"w <br />1 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />= 4" 4" <br />0 <br />COMMON NAILS FILL ALL <br />VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 21/4" <br />HOLE. <br />DO NOT USE 10tl y <br />WELL -COMPACTED <br />TAPCONS <br />ROLES, <br />SEE SLAB SCHEDULE <br />jJ CLEAN FILL TERMITE <br />�QO <br />TREATMENT SHALL BE <br />BORA-CARE <br />w <br />+ 0-lP <br />S' <br />QQ <br />r <br />TOP <br />OF SLAB • . < <br />(2) CONT. #4 REBAR <br />4"CHAMFER (15TORV) <br />I, f <br />6" CHAMFER (2-STORY) <br />.`1 4 (2) #5 REBAR ON CHAIRS <br />MIN. DEPTH INTO <br />2.000 PSF VIRGIN SOIL OR 95% <br />COMPACTED SOIL <br />EQ. EQ. SEE SCHEDULE <br />VI <br />VIRGIN OR ENGINEERED SOIL <br />SLAB HEIGHT LESS THAN 3'-6" m Q <br />PER PLAN <br />BOLLARD <br />ADDING BAR TO <br />FOR W0, BAR SIZE <br />AND BAR QUA NTITY <br />EXTERIOR MONO DEEP <br />SQALE:3/4„=,'-D" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 SCALE.3/4"=r-O" (W( UPLIFT) <br />FOOTING W/ BLOCK WALL <br />scALE:3a"=r-a' <br />1A <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />NAILS, 2-ROWS, 4" O/C BTM, <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />� <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB MASONRY <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />SLAB W/10tl MASONRY NAIL <br />4/rCONNECTORS <br />NAIL 16" 6" O/ O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED, <br />a <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />m <br />CONNECTORS NOT <br />NOT <br />a <br />8"CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />�s0': <br />__ TOP OF SLAB <br />��~~SEE <br />rc SEE SLAB SCHEDULE <br />> <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SLAB SCHEDULE <br />12" DIA. SIMPSON ST82 BOLTS 5" <br />P OF SLAB00' <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB e ^ <br />ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />a._—CENTEREDUNDER <br />WALL AND <br />F—FOSR <br />16"O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />-� <br />— FOUNDATION AND SLAB <br />SCHEDULEBAR <br />a <br />EDULESEE <br />SIZE <br />FORWxD,BAR SIZE <br />AND BAR QUANTITY <br />EQ. EQ. SEE SCHEDULE <br />AND BAR QUANTITY <br />FOR MD, BAR SIZE <br />� <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />8 <br />9 SCALE 3/4"=V-9' <br />10 <br />SCALE: 3/4"=1'-0' <br />11 <br />BQALE:3°"=,'-0" <br />(NO UPLIFT) <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />-1 N. RONALD REAGAN 8L <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />V <br />1p <br />13 <br />a <br />sysaiv ae roT: <br />ABBOTT PARK <br />LOT #20 <br />BLK. #9 <br />PROJECT# <br />04181.000-20091 <br />MODELo <br />4EBB <br />"1828—CALI" <br />GARAGE OWING; <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH & C <br />