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3" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />j <br />IV <br />STEEL REINFORCING IN GROUTED <br />? <br />STEEL REINFORCING IN GROUTED <br />j[� t <br />rSPACING <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />S <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTSGARAGE <br />. I <br />DOOR <br />RECESS <br />h <br />.J <br />y <br />° <br />8" CMU WALL <br />�, <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />B' <br />p b <br />IN FOUNDATION WITH 30" LEG EACH <br />d <br />m <br />+- 0'-0" <br />• TOP OF SLAB <br />+- LAB <br />TOP OF SLAB <br />?I�f I WAY AT ALL CHANGES IN DIRECTIONS <br />I ., p SO THAT THE STEEL REINF. CONTINUOUS <br />r- <br />- <br />< A <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />U <br />?k- CURB FOR <br />< a� <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />18" <br />. <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />Isl.v ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />gyp. AT ELEV: <br />W/ 1/2"ISOLATION -. . 6' CHAMFER (2S70RY) <br />JOINT (WHERE #4 24",� <br />W/ 1/2" IS <br />(1-STORY) <br />6'CHAMFER (2STORY) <br />0'-0" <br />APPLICABLE) SEE SCHEDULE #5 30' <br />JOINT (WHERE <br />APPLICABLE ° <br />) <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WAD, BAR SIZE <br />#6 36• <br />? <br />? <br />FOR wdD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />!V AND BAR QUANTITY <br />H <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42• <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 @GARAGE SCALE:34"=1'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z J POURED CELL <br />AR 8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />5 #4 REBAR Q24" O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />3 <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />7' CAPPED <br />NEW REINF. BAR <br />WALL W/SYP <br />No 2 STUDS SEE PLANS FOR <br />GALVANIZED PIPE <br />a <br />5 x SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ <br />1Y7k9" WEDGE ANCHOR W/ 7' <br />- <br />W/FLANGE @ BASE <br />rc u ( EPDXY. MIN. EMBED <br />a. 5 <br />TO BE PT. PROVIDE DEL. TOP <br />WASHER SET IN HIGH STRENGTH <br />J 8", UNO <br />PLATE <br />EPDXY 5-,2" EMBED. MIN. 16' OC <br />b <br />a FOLLOW ALL MANF. <br />rc <br />SIMPSOD SPH4LA SPH6 MAX. <br />!r . 4" CONC., REINF. W/ <br />19 <br />SPECIFICATIONS FOR <br />S <br />I <br />BTM AND TOP PLATE <br />m y 6k6'#10 WWM ON <br />1 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />USE AND <br />Z PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />1 <br />w VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 2 1/4" <br />w g 4. 4• HOLE. <br />COMMON NAILS FILL ALL <br />DO NOT USE 10tl <br />a II 1'a' WELL -COMPACTED <br />TAPCONS <br />ROLES, <br />SLAB SCHEDULE <br />> CLEAN FILL TERMITE <br />a <br />} <br />TREATMENT SHALL BE <br />VIP <br />[SEE <br />0 <br />BORA-CARE <br />u, <br />O TOP OF SLAB(2,) <br />al <br />CONT. #9 REBAR <br />4" CHAMFER (1-STORY) <br />a r <br />I' <br />6"CHAMFER (2-STORY) <br />- <br />tl <br />•`L ` (2) #5 REBAR ON CHAIRS <br />17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />VIRGIN OR ENGINEERED SOIL ? p COMPACTED SOIL <br />SEE SCHEDULE <br />m ° <br />FOR WAD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'-6" PER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />scALE:3a"=,-o" <br />MONOLITHIC FOUNDATION <br />, INTERIOR CURB FOUNDATION WOOD WALL <br />� <br />FOOTING W/ BLOCK WALL <br />SCALE 3/4"=1'-fY' <br />1 A SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48" <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 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. <br />LAP TO OCCUR OVER STUD <br />VERIFY HEIGHT <br />OF WALL Wl PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2v4 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 />PROVIDE DBL. TOP PLATE SECURE ET. PLATE TO <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />�. <br />SLAB W/10d MASONRY <br />NAIL 16' O/C STAGGERED. <br />PROVIDE DBL TOP PLATE <br />SLAB W/1 Od MASONRY NAIL <br />16' O/C STAGGERED. <br />a w <br />� <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />o w <br />CONNECTORS NOT <br />CONNECTORS NOT <br />§ 8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Aly <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />_ <br />LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />- - TOP OF SLAB <br />rc SLAB SCHEDULE <br />SEE SLAB SCHEDULE0-D <br />,a <br />IPOURED <br />2X WALL FRAMING <br />[SEE <br />SEE SLAB SCHEDULE <br />112"DIASIMPSON STB2 BOLTS 5" <br />POF SLAB ~0,-6' <br />i A <br />MINIMUM EMBEDMENT INTO <br />° <br />TOP OF SLAB <br />'ISOLATED COLUMN PAD <br />e <br />GROUTED CELL, 4" FROM ENDS AND <br />8 CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />° <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />4 A <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />FOR MD, BAR SIZE <br />./ AND BAR QUANTITY <br />j1 , <br />EQ. EQ. SEE SCHEDULE <br />C AND BAR QUANTITY <br />/AL <br />JU <br />FOR N6D, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />`�' scALe34'=r-a (NO UPLIFT] <br />9 ).CAI_E23/4"=r° (NO UPLIFT) <br />(:: <br />10 ScnLE:a/4"=''°' <br />11 SCALE:3/4"=1'-0 <br />•1 N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />dd <br />y <br />c <br />I <br />J <br />mm <br />aUBDM de L07 <br />ABBOTT PARK <br />LOT #15 <br />BLK. #9 <br />PROJECT# <br />04181.000-15091 <br />MODEI.e <br />4EBB <br />"1828-CALM" <br />GARAGE 9WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />