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3V <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />9TEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />-_ <br />—"— -- <br />•�o. <br />Y <br />g <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />d <br />a <br />CELL SEE PLAN FOR SIZE AND <br />'I, SPACING REQUIREMENTS <br />R <br />.. <br />•. �•• <br />a € <br />•y� —„`... T_ <br />GARAGE DOOR <br />RECESS <br />�FM <br />g m <br />1 <br />WW <br />9 <br />w <br />B• <br />8" CMU WALL <br />8" CMU WALL <br />• CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30' LEG EACH <br />y <br />(y <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />� III S SO THAT THE STEEL REINF. IS CONTINUOU <br />TOP OF SLAB <br />. <br />MATCH AMOUNT OF CONTINUOUS BARSCURB <br />FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB CHAMFER (iSTORY) <br />#3 18" <br />EXT. PORCH SIAB <br />_. SEE SLAB SCHEDULE <br />4" CHAMFER (1STORV) <br />LIMASONRY <br />F` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />=p. <br />UNITS SET <br />AT ELEVW/ <br />1/2" ISOLATION CHAMFER (2STORY) <br />(WHERE#4 24" <br />gA�. <br />W/ 1/2" ISOLATIONJOINT <br />( )6" CHAMFER 2STORYAPPLICABLE)EE <br />SCHEDULE #5 30, <br />JOINT (WHERESEE <br />APPLICABLE) <br />SCHEDULE <br />4' <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />R WXD, BAR SIZ <br />#8 "S• <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANm1' <br />AND BAR OUANTITV <br />ti <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />scALE:34"=1'-0 <br />2 SCALE: <br />@ GARAGE <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4^=1'-0' <br />SCALE: 3/4"=l'-0' <br />(1) #5 REBAR VERTICALLY W/CONC. <br />POURED CELL <br />LAP TOP PLATE A MIN. Or 1 <br />S <br />e" CMU <br />AND NAIL W/ 16d COMMON <br />Qa� <br />NAIL S, 2-ROWS, 4" O/C BTM. <br />VERIFY E <br />g <br />#4 REBAR �24" O.C. CENTER OF <br />SLAB <br />LAP TO OCCUR OVER STUD <br />OF WALW/ <br />PLAN L <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i <br />g <br />z <br />WALL W/ SYP No 2 STUDS SEE <br />U <br />NEW REINF. BAR <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURED W/ 2-PART <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />— <br />2" CAPPED <br />°j EPDXY. MIN. EMBED <br />SLAB WAOd MASONRY <br />GALVANIZED PIPE <br />a 8", LINO <br />NAIL 17' O/C STAGGERED. <br />W/FLANGE ®BASE <br />i FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />n <br />§ <br />y I 4" CONC_ REINF. W/ <br />'k6" <br />m � I SPECIFICATIONSFOR <br />USE AND <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />'2 #10 WAM ON <br />" { <br />§ <br />PREPARATION OF <br />UPLIFT IS PRESENT. <br />-MIL POLY ETHYLENE <br />VAPOR BARRIER ON <br />I� <br />n <br />j o C 4' <br />HOLE. <br />w <br />11-0 <br />SEE SLAB SCHEDULE <br />WELL -COMPACTED <br />a ri <br />CLEAN FILL TERMITE <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2 1/4" <br />0 <br />TREATMENT SHALL BE <br />TAPCONS <br />Q? <br />TOP OF SLAB <br />BORA-CARE <br />P <br />(2) CONT. #4 REBAR <br />CHAMFER (I -STORY) <br />(I-STORY)F <br />—~ <br />° <br />6" CHAMFER (2-STORY) <br />a (2)#5 REBAR ON CHAIRS4• <br />12" MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />eQ eQ <br />SEE SCHEDULE <br />FOR D, BAR SIZE <br />MO. <br />VIRGIN OR ENGINEERED SOIL <br />s SOIL <br />� <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S" <br />H 000 PER PLAN <br />ADDING BAR TO <br />OR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />OEM_:34"=, ° <br />(NO UPLIFT) <br />�j <br />FOOTING W/ BLOCK WALL <br />SCALE:34"=1'-0' <br />SCALE:34"=1'-0 <br />1 A <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4"O/C BTM, <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE 70 <br />ELL SEE PLAN EMSIZE �D <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />m w <br />$ O <br />CONNECTORSNOT <br />O m <br />REQUIRED WHEN NO <br />8" CMU WALL <br />b <br />UPLIFT IS PRESENT. <br />• POURED LINTEL CONT. (TYP.) <br />f <br />• B" CMU FILLED CELL (TYP.) <br />o•• <br />TOP OF SLAB <br />.a. TOP OF SLAa <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />•_ 0'-0" <br />TOP OF SLAB <br />�~ <br />1/7' DIA. SIMPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />' SEE SLAB SCHEDULE °• a" <br />BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4 <br />} 4" CHAMFER (1STORY) <br />• <br />GROUTED CELL, 4" FROM ENDS AND <br />W/ 1/2" ISOLATION #3 18" P+� <br />6" CHAMFER (2-STORY) <br />. <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE • #4 24 <br />APPLICABLE) MATCH STEEL #5 30' ° <br />SEE SCHEDULE <br />REINFORCEMENT <br />6" PVC CHASE �. #6 42' <br />THRU FOOTING PER SCHEDULE <br />#7 47' <br />6" PVC CHASE THRU FOOTING <br />FOR WXD, EAR SIZE <br />r1 <br />AND SAR QUANTITY <br />MATCH STEEL J <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WXD, UAI SIZE <br />AND BAR QUANITITI' PVC CHASE <br />PER SCHEDULE <br />a <br />BQALE:3/4"=l'-°' (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />11 <br />SCALE: 3/4"=1'-0' <br />12 3/4"=1'-d' <br />SCALE: <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.a Lldesi8ngroup.com <br />AA #: 0003325 <br />Z <br />q <br />ZZy <br />X <br />o <br />a <br />L.'J <br />aysDlV do LAT' <br />ABBOTT PARK <br />LOT #9 BLK #12 <br />PHASE:4C <br />PROJECT# <br />04 .04C-09 2 <br />KODZU <br />4EHB <br />"2605—HAYDEN" <br />GARAGE a`111IndG: <br />LEFT <br />PAGE: <br />DETAILS <br />IW,MPH EXP. <br />Dw' 12/7/21 <br />aCA=: 1/4"=1'-0" <br />a:tEET <br />S1.1A <br />