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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />? <br />a <br />}} <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />_ <br />— ° <br />�> v <br />� <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />i <br />S <br />SPACING REQUIREMENTS <br />° <br />GARAGE DOOR <br />RECESS <br />x <br />D <br />z <br />B' CMU WALL <br />�, <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />m i <br />m <br />>.ol <br />y <br />0'-0' <br />. TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />v. <br />TOP OF SLAB <br />{ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I ° <br />CURB FOR <br />n <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4' CHAMFER (1-STORY) <br />EXT. PORCH SLAB <br />,/_ <br />I / -VARIES <br />1I TOP OF GARAGE <br />SEE SLAB SCHEDULE <br />ILL° _Ig <br />v. LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />T:0- AT ELEV: <br />W/ 1!2" ISOLATION <br />as - <br />S' CHAMFER (2-STORV) 18" <br />I' 4" CHAMFER (I -STORY) <br />0�-0 <br />JOINT (WHERE • <br />#4 24" <br />W/ 12" ISOLATION <br />6" CHAMFER (2-STORY) <br />. e <br />APPLICABLE) <br />$ <br />SEE SCHEDULE #6 30' <br />JOINT(WHERE <br />APPLICABLE) <br />• • <br />ULE <br />a SEE SCHEDFOR <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR VkD. BAR 312E <br />N6 39, <br />Z <br />i <br />WAD, BAR ZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />!y <br />AND BAR QUANTITY <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 />SCALE:3/4"=1'-0' <br />, <br />G <br />SCALE:34"=1'-0 <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />q <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48'-----� <br />LAP TOP PLATE A MIN. OF 49'----..__„ <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 BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR Zx6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />7' CAPPED <br />I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />129c9' WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE @ BASE <br />°vi SECURED W/ 2- PART <br />TO BE PT. PROVIDE DEL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />a EPDXY. MIN. EMBED <br />5 <br />PLATE <br />EPDXY S72" EMBED. MIN. � 16" OC <br />SLAB W110d MASONRY <br />- <br />S', UNO <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />H SPECIFICFOR <br />BTM AND TOP PLAT10tlx 1!Z' E <br />ANCHORS W!ATIONS <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />USE AND <br />$ <br />COMMON NAILS FILL1 ALL <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4" X 21/4" <br />�^ PREPARATION OF <br />4- 4' <br />HOLES, DO NOT USE tOtl <br />UPLIFT IS PRESENT. <br />w <br />TAPCONS <br />HOLE. <br />x 3" SEE SLAB SCHEDULE <br />Q <br />SEE SLAB SCHEDULE <br />g Off-' <br />+- '-0' ' <br />+_ a-0, <br />TOP OF SLAB=F. <br />TOP OF SLAB <br />4"CHAMFER(1-STORY)-- <br />—° <br />6" CHAMFER (2-STORY)"7 <br />LE <br />EQ. EQ. SEE SCHEDULE <br />SIZE <br />T TV <br />FOR VAD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />OR CURB FOUNDATION WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />SCALE: 3/4"=1'-a' (W/ UPLIFT)(NO <br />(8�CAUE: 3/4"=1'-0' <br />UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W! PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE T. PLATE TO <br />f <br />PROVIDE DBL TOP PLATE <br />SLAB W/tOd MASONRY NAIL <br />16, O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />8" CMU WALL <br />UPLIFT IS PRESENT., <br />POURED LINTEL CONT. (TYP.) <br />'dp•. 8"CMU FILLED CELL (TVP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WAIL FRAMING <br />-I SEE SLAB SCHEDULE <br />12" DIA SIMPSON ST82 BOLTS 6" <br />TOP OF SLAB <br />o+ <br />s, <br />m <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />. <br />So' <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />y # <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />, <br />SEE SCHEDULE <br />E <br />SEE SCHEDULE <br />FOR W.D. BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />, iJJ <br />*J <br />R FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />ON�ALE: 3/4"=r-a' <br />(NO UPLIFT) <br />n <br />.BLOCK <br />WALL CONNECTION <br />1 V <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdealgngroup.com <br />AA #: 0003325 <br />FO <br />rr <br />6 <br />og <br />SVSDIV. & IAT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #9 <br />PROJECT# <br />04181.000-17091 <br />MODE1. <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />