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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />rr <br />CELL SEE PLAN FOR SIZE AND <br />s a <br />CELL SEE PLAN FOR SIZE AND <br />v <br />I T °v <br />- - <br />0 CL C <br />SPACING REQUIREMENTS <br />T <br />C <br />SPACING REQUIREMENTS <br />d_ <br />1vs � ,� •. <br />GARAGE DOOR <br />U <br />� _ <br />� <br />• <br />� <br />� RECESS <br />0_ <br />¢ <br />°. `I� r FM <br />g <br />0L to <br />6" CMU WALL <br />O W <br />6" CMU WALL <br />- I . I CORNER BARS, SAME SIZE AS BAR <br />W W 8• <br />0 <br />p <br />*- 0'-0' <br />° IN FOUNDATION WITH 30" LEG EACH <br />° <br />d I <br />ID (_ <br />to <br />a� 0'-0" <br />WAY AT ALL CHANGES IN DIRECTIONS <br />U1 <br />TOP OF SLAB <br />TOP OF SLAB <br />- SO THAT THE STEEL REINF. IS CONTINUOUS <br />g <br />-VARIES <br />MATCH AMOUNT OF CONTINUOUS BARS <br />i.jMASONRY <br />]L. CURBFOR <br />EXT. PORCH SLABCHAMFER <br />W/12" ISOLATIONCHAMFER <br />7AOND�EBAR <br />SEE SLAB SCHEDULE <br />SIZE 46 BAR DIA <br />(1STORY) <br />M3 16, <br />a <br />EXT. PORCH SLAB <br />SEE 6LA6 SCHEDULE TOP OF GARAGE <br />4"CHAMFER (1STORY) <br />I' <br />tlBAR <br />°" oCONTINUOUS STEEL MONOLITHIC <br />- ° FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />7=p* AT ELEV: <br />(2STORV) <br />6t 24 <br />W/12ISOLATION <br />�� <br />', 6"CHAMFER (2-STORY)APPLICABLE) <br />a_p•JOIM(WHERE <br />z <br />SCHEDULE <br />JQINr (WHERE <br />. <br />0 i EE SCHEDULEAPPLICABLE)Z4, <br />BAR SIZE <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />66 �„i <br />QUANTITY #7 42 <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />jl`�EXTERIOR <br />MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />U2,'�EXTERIOR <br />@ GARAGE SCALE: <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' <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 />u, <br />2x4 OR 2x6 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 />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />2" CAPPED <br />S Ln NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2k9" WEDGE ANCHOR WIT <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />O IL SECURED W/ 2-PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />W/FLANGE BASE <br />g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1012" E <br />EMBED. MIN. 16' OC <br />SLAB W/10tl MASONRY <br />� Q 8", UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />¢ FOLLOW ALL MANE <br />AND TOP PLATE ANCHORS W/ <br />(Sn w SPECIFICATIONS FOR <br />10d x 1 1/2" COMMON NAILS <br />SECURE FLANGE TO <br />USE AND <br />PREPARATION OF <br />FILL ALL HOLES, DO NOT USE <br />W <br />ff�� <br />w HOLE. <br />tOd x 3' <br />W <br />TALAB 1/4 X 21/4" <br />Z <br />SEE SLAB SCHEDULE <br />it SEE SLAB SCHEDULE <br />PCONS) <br />IL <br />q O} <br />o'_o' <br />* a� <br />QQ- <br />TCP OF SLAB <br />.P <br />• <br />4" CHAMFER (1STORY) <br />. °.�_ <br />�, <br />`� . —° :T� <br />6" CHAMFER (2-STORY) <br />- <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />5 BOLLARD <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE: 3/4"=1'-0" <br />MONOLITHIC <br />FOUNDATION <br />SCALE: 3/4"=1'•0 <br />(W/ UPLIFT) <br />6 <br />SCALE:34"=1'-0 <br />(NO UPLIFT) <br />6DALE:3/4„=,'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL WI 16tl 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 />z. <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />a <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10tl MASONRY NAIL <br />0 <br />PROVIDE DBL TOP PLATE <br />16' O/C STAGGERED. <br />0_ <br />W <br />00 <br />6" CMU WALL <br />, POURED LINTEL CONT. (TYP.) <br />m <br />*" 0,4 <br />6"CMU FILLED CELL (TYP.) <br />+ <br />- . _ TOP OF SLAB+0'' <br />' �~ <br />SEE SLAB SCHEDULE <br />I,k—FOR <br />2X WALL FRAMING <br />_ -p <br />SEE SLAB SCHEDULE <br />12" DIA. USP 725OSD BOLTS 6' <br />TOP OF SLAB <br />a • <br />2 <br />- • <br />MINIMUM EMBEDMENT INTO <br />• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />i <br />CENTERED UNDER WALL AND <br />16'O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULEEDULE <br />FOR WxD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />BAR QUANTITY <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />(,_'�INITE�RIOR 3/4"=,'-0(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />..ALE:-'1'=l'-V' <br />11 SCALE: 3/4"=1'-(Y' <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />I AA tY: 0003325 <br />8U13DIV. as LOT: <br />SILVERADO <br />LOT 13 <br />BLK 11 <br />PROJECT* <br />04128.002-13111 <br />MODElu " <br />4ENB <br />' 1751—NEUVILLE <br />GARAGE 91WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DAT : 11/15/18 <br />BCALE: 1/4"=1'-0" <br />B*MOT <br />S1.1A <br />