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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />�� <br />a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />p <br />SPACCELL NNG REQUIREMENTSEE PLAN FOR SIZE <br />•. ° <br />yr <br />GARAGE DOOR <br />a <br />m V <br />RECESS <br />O7 W <br />ao � <br />CO �s <br />a <br />w <br />Q <br />11veTY <br />r FM— <br />W <br />g� <br />O o_ <br />I <br />w <br />8` <br />O (n <br />8" CMU WALL <br />o <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS BAR <br />w <br />--oy <br />Z <br />io - <br />t- 0'-0' <br />I IN FOUNDATION WITH 30" LEG EACH <br />W U <br />, p-0• <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />rn u1 <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL CONTINUOUS <br />• '-' <br />U <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CONTINUOUS <br />II <br />>I <br />EXT. PORCH SLAB <br /><° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4"CHAMFER (,STORY) <br />• <br />.' - VA I <br />_. SEE SLAB SCHEDULE TOP OF GARAGE <br />ILL <br />° I CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />N <br />�;p. <br />MASONRY <br />UNITS SET <br />AT EtEV: <br />WI ill" ISOLATION <br />JOINT (WHERE p • <br />6" CHAMFER (2-STORY) M3 18" <br />EXT. PORCH SLAB <br />W/ 1l2" ISOLATION <br />4" CHAMFER (1STORY) <br />I. �� 6" CHAMFER (2STORY) <br />0'-0" <br />APPLKCABLE) z - <br />SEE SCHEDULE <br />' <br />JOINT (WHERE <br />`�°-1 <br />• • EE SCHEDULE <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY 42 <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS Cie. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />GARAGE SCALE:314"=1- <br />CORNER BARS DETAIL <br />OPENING <br />(�)R� <br />SCALE: 314"=V-0" <br />SCALE: 314"=1'4" <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 W/ 16d COMMON <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />HEIGHT <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />w <br />p a <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP <br />2x4 OR 2x6 WOOD BEARING <br />WALL WI SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />2" CAPPED <br />j h NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. 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 ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />d g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />WASH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />J a 8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 16' OC <br />SLAB W/10d MASONRY <br />o <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX' <br />NAIL 16" O/C STAGGERED. <br />SPECIFICATIONS FOR <br />to Q I USE AND <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />H PREPARATION OF <br />ANCHORS W/10d x 1 1/2" <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4" X 2 1/4" <br />C7 HOLE. <br />COMMON NAILS FILL ALL U) <br />U <br />UPLIFT IS PRESENT. <br />TAPCONS <br />W of <br />HOLES, DO NOT USE 10d LLl <br />W <br />J <br />x 3" SLAB SCHEDULE <br />a <br />W <br />SEE SLAB SCHEDULE <br />m O} <br />[SEE <br />111 .- 0'-P <br />TOP OF SLAB _� .. ; ; <br />TOP OF SLAB <br />`4" CHAMFER (I -STORY) <br />- • <br />- <br />6"CHAMFER (2-STORY) <br />e. <br />- '�� ..�--° <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ._---SEE <br />SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />�5�BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE: B/4=,-0 <br />MONOLITHIC FOUNDATION <br />-f INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />6 <br />I SDALE:34"=,'-0 (W/ UPLIFT) <br />$ <br />SCALE:314"=V-0" <br />LAP TOP PLATE A MIN. OF 48" <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O <br />L <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/1W MASONRY NAIL <br />W <br />16" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />a <br />CONNECTORS NOT <br />m <br />REQUIRED WHEN <br />8"CMU WALL <br />UPLIFT IS PRESENT.T. <br />b Z <br />�. POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />'rp.. <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />• SEE SLAB SCHEDULE <br />112" DIA. SIMPSON STB2 BOLTS 5" <br />.-0'-0' <br />Z <br />Z <br />- <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a • <br />"ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° . ° <br />�-, POURED MONOLITHICALLY WITH <br />° <br />• <br />< <br />-- - r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />i . FOR <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />E) SCALE: 314"=1'-X (NO UPLIFT) <br />SE22T!NG <br />SCALE: 314"=1'-0" <br />11 SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #-. 0003325 <br />1 <br />V <br />.h.. <br />y <br />O <br />a <br />g <br />stmDm ae LOT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #7 <br />PROJMT# <br />04181.000-12071 <br />MODEL• <br />4EBB <br />"1828-CAU" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />