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30" <br />MIN. EACH WAY <br />' <br />MONOLITHIC FOOTING <br />Z <br />} <br />. ....� <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />v _ <br />g0 <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v <br />v_ <br />a <br />SPACING REQUIREMENTS <br />a <br />e. <br />: - ivy 'r•. ��.. <br />GARAGE DOOR <br />U <br />W <br />T`..^. <br />.�� •�FM� <br />RECESS <br />Ixy <br />Q <br />_I.I. <br />g5 <br />to - Z <br />8" CMU WALL <br />O <br />S• CMU WALL <br />I .. CORNER BARS, SAME SIZE AS BAR <br />U) W e' <br />O io - <br />i <br />Z <br />m <br />�- 0'-fY' <br />�I IN FOUNDATION WITH 3a' LEG EACH <br />" <br />w = <br />' 0•,yp <br />ry ..8 I,f ,J WAY AT ALL CHANGES IN DIRECTIONS <br />0) <br />TOP OF SLAB <br />- - TOP OF SLAB <br />I ... ,1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />. <br />a <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• •I, <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />-- <br />EXT. PORCH SLAB <br />II�f - VARIES <br />SEE SLAB SCHEDULE• TOP OF GARAGE <br />f <br />I ...ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />"' <br />MASONRY <br />UNITS SET <br />" 7=0. AT ESE, <br />W/ 12" ISOLATION '.., <br />JOINT (WHERE • • <br />6" CHAMFER -STORY) #3 18" <br />p4 24' <br />ISOLATION <br />4" CHAMFER (1STORY) <br />< 6" CHAMFER (2STORY) <br />a{7• <br />APPLICABLE) Z <br />SEE SCHEDULE„ <br />JOINT <br />JOINT(WHERE� <br />a EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WXD, BAR SIZE <br />36" <br />APPLICABLE) <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />Y6 <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />ar7 47• <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 S�� <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />3 <br />4 <br />SCALE: 3!4"=1'-0" <br />SCALE: 3/4"=1'-U' <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, IVOr- BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />w St a <br />I <br />2x4 OR 218 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR Zx6 WOOD BEARING PROVIDE BLOCKING <br />WALL Wl SYP No 2 STUDS SEE <br />2' CAPPED <br />5 V) NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/2- PART <br />SPACING. SINGLE BTM. PLATE <br />WEDGE <br />12'k9' WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />WiFLANGE BASE <br />a g EPDXY. MIN. EMBED <br />TO PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />8", UNO <br />O <br />TE <br />PLATE <br />EPDXY 5-12" EMBED. MIN. Q 16" OC <br />SLAB W/10d MASONRY <br />Q FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL 16" O/C STAGGERED. <br />_ � SPECIFICATIONS FOR <br />to I <br />STM AND TOP PLATE <br />ADDITIONAL METAL <br />USE AND <br />H <br />ANCHORS W/ 10d x 1 12" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />PREPARATION OF <br />O <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB WI(4)1/4"X 21/4" <br />HOLE. <br />W K <br />HOLES, DO NOT USE 10d W <br />W UPLIFT IS PRESENT. <br />TAPCONS <br />O�O� <br />x3" W SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />,_ 01 <br />eke <br />TOP OF SLAB <br />TOP OF SLAB <br />- <br />4" CHAMFER(1STORY) <br />- <br />6"CHAMFER(2STORY) <br />• i : •, <br />4 . <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. SCHEDULE <br />BOLLARD <br />FOR VVxD, BAR SIZEFOR <br />AND BAR QUANTITY <br />__—SEE <br />WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />� <br />SQALE:3/a•=r-0" (NO UPLIFT) <br />SCAlE:3/4"=1'-0" <br />scALE:3/4'•=,'-o° (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />20 OR Dc6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />O } <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />t <br />PROVIDE DBL. TOP PLATE <br />SLAB W/tOd MASONRY NAIL <br />W <br />90 <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />!� a <br />CONNECTORS NOT <br />O <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />' ; POURED LINTEL CONT. (TYP.) <br />'' 8" CMU FILLED CELL (TYP.) <br />.. - TOP OF SLAB <br />�t�': <br />SEE SLAB SCHEDULE <br />ti., ZX WALL FRAMING <br />.Ie _ <br />SEE SLAB SCHEDULE <br />12" DIA SIMPSON STB2 BOLTS 5' <br />a-(T <br />Z <br />a <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />-.a. <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16" O.C. VERTICALLY MAX <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />..3 <br />. <br />FOR BAR SIZE <br />FOR MD, BAR SIZE <br />AND B <br />AR BAR QUANTITY <br />AND BAR QUANTITY <br />L <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />L V SCALE: 3/4' 1'4' <br />11 SCALE: <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-7744078 <br />www.abAe•Igng-up. - <br />L AA S: 0003325 <br />W <br />Le <br />C <br />SVHDly. Se LOT: <br />SILVERADO <br />LOT 7 <br />BLK 19 <br />L/ PROJECT <br />04128.002 07191 <br />HODE1. <br />4EBB <br />"1828-CALL" <br />OARI►GS BWMG: <br />LEFT <br />PAGM: <br />DETAILS <br />150AYH EXP. <br />