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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />yy <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />•" — <br />� <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />O <br />CELL SEE PLAN FOR SIZE AND <br />v 'o <br />d <br />0 <br />SPACING REQUIREMENTS <br />?- <br />C. <br />u' <br />SPACING REQUIREMENTS <br />Lu <br />1P <br />GARAGE DOOR <br />� w <br />� <br />w <br />� !j <br />RECESS <br />j <br />C a <br />FNI <br />M <br />taA - Z <br />8"CMU WALL <br />0 to <br />8" CMU WALL, <br />CORNER BARS, SAME SIZE AS BAR <br />I <br />W w B" <br />O <br />Z <br />IN FOUNDATION WITH 30" LEG EACH <br />,; 'I <br />w = <br />+- 0' -0' <br />- TOP OF SLAB <br />+- 0'•0" <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />' ... "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />N /Vj1 <br />a <br />EXT. PORCH SLABCHAMFER <br />SEES BSCHEDULE <br />BAR SIZE 48BAR DIA. <br />- V RI SI"IMASONRY <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />MATCH AMOUNT OF CONTINUOUS BARS <br />v. CONTINUOUS STEEL MONOLITHIC <br />CURBFOR <br />UNITS SET <br />�Lp. <br />W/ 1/2" ISOLATION <br />(WHERE <br />7AND <br />(1-STORY) <br />#3 18" <br />CHAMFER (2-STORY) <br />EXT. PORHAMFER <br />W/ 12" ISJOINT <br />1.7 <br />(1-STORY) <br />CHAMFER <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />AT ELEV: <br />p4r <br />Z <br />#4 24" <br />SCHEDULE <br />SC #5 30 <br />JOINT (WSCHEDULE <br />APPLICA <br />"TORY)APPLICABLE) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />#6 36" <br />xD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AR QUANTITY <br />AR QUANTITY <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42" <br />P <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=1'-0" <br />n <br />G <br />scALE:3/4"=1'-°" <br />%� CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />4 <br />J 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 46' <br />AND NAIL W/ I6d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN <br />w <br />p y I <br />2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />1 v) 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 0- SECURED W12- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'k9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE @ BASE <br />g S EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />� Q 8", LINO <br />PLATE <br />EPDXY 5-12"EMBED. MIN. i6" OC <br />SLAB WI10d MASONRY <br />4 <br />0 FOLLOW ALL MANF. <br />0) <br />SIM SPH4 SPH6 MAX <br />NAIL 16" OIC STAGGERED. <br />K SPECIFICATIONS FOR <br />rn ¢ <br />ANDSON <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= U EAND <br />( <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 21/4" <br />r m PREPARATION OF <br />(7 v HOLE. <br />COMMON NAILS FILL ALL y <br />REQU RED WHEN NO <br />U) UPLIFT IS PRESENT. <br />TAPCONS <br />w <br />HOLES, DO NOT USE 10d wLu <br />. <br />x 3" 0= SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />0:0QQ�0 <br />Q <br />� <br />It. <br />TOP OF SLAB <br />TOP OF SLAB <br />4"CHAMFER (1 STORY) <br />•- <br />6" CHAMFER(2STORY) <br />e: :e• <br />..e <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE:3/4"=1'-0" <br />MONOLITHIC FOUNDATION <br />7 INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />8 <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 />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />m <br />WALL W/ SYP No 2 STUDS SEE <br />Q ^ <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />0 0}- <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />m t <br />Q w <br />i6" O/C STAGGERED. <br />m 0 <br />ADDITIONAL METAL <br />v a <br />CONNECTORS NOT <br />K rn <br />REQUIRED WHEN NO <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />m Z <br />0' " <br />_ POURED LINTEL CONT. (TVP.) <br />1ne„ 8" CMU FILLED CELL (TYP.) <br />- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />.I• <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />12" 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 />•- •' <br />�-a POURED MONOLITHICALLY WITH <br />y <br />-- — r FOUNDATION AND SLAB <br />`�'—^y""-rs <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />AND COL. PAD <br />� BLOCK WALL CONNECTION <br />3/4"=1,-0" (NO UPLIFT) <br />&FO209TIlLNG <br />SCALE: 3/4"=V-0" <br />1 1 SCALE: 3/4"=1'-W <br />i N. RONALD REAGAN 81, <br />LONGWOOD, FL 32780 <br />PH:407-1746078 <br />FAX: 407-774-4078 <br />wwwAbdeoWgroup.com <br />AA #: 0003328 <br />�a <br />h <br />y <br />4 <br />a <br />till <br />BUNDiV ee LO <br />SILVERADOT: <br />LOT 18 <br />PROJZCTBLK 18 <br />p <br />04128.002 18181 <br />MODEXe <br />4EBB <br />"1828—CAld" <br />GARAGE 8111/INO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA M-: 03/05/20 <br />8CALE: 1/4"=1'-0" <br />8►*go= <br />S1.1A <br />