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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />Z <br />E <br />STEEL REINFORCING IN GROUTED <br />^ <br />STEEL REINFORCING IN GROUTED <br />- <br />e <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />. <br />jrI - <br />Q p_ <br />0 <br />SPACING REQUIREMENTS <br />o <br />SPACING REQUIREMENTS <br />o <br />- <br />GARAGE DOOR <br />RECESS <br />J <br />Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />," I , - CORNER BARS, SAME SIZE AS LARGER BAR <br />W W 9• <br />p <br />"+ <br />- Z <br />°p <br />IN FOUNDATION WITH 30" LEG EACH <br />w = <br />c <br />m <br />*- p•-0' <br />TOP OF SLAB <br />*- 0'-0' <br />TOP OF <br />d •1,,{" I WAV AT ALL CHANGES IN DtRECTK)NS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB < <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />#3 ,6" <br />1. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I 4"CHAMFER <br />' CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />Z=O. AT ELEV: <br />W/ 1/2" ISOLATION ',, <br />JOINT (NMERE i i <br />6' CHAMFER (2-STORY) <br />14 24" <br />W/ 1/2" ISOLATION <br />(1-STORY) <br />I . e'" <br />- "`"'33f—���� 6" CHAMFER (2-STORY) <br />.: <br />01-0" <br />APPLICABLE) Z <br />SEE SCHEDULE 15 �„ <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />i- i EE SCHEDULE <br />4' <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY" <br />AND BAR QUANTITY <br />NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), ONO <br />#7 42" <br />�__�EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />@ GARAGE SCALE:3W=V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 314"=1'-0" <br />4 SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 41r —�� <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" 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 />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 />w <br />❑ p. I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2W WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />O SECURED Wl 2- PART <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. Q 16" OC <br />NAIL fiSLAB /O d SMASONRYED. <br />GALVANIZED PIPE <br />Q <br />SIMPSOD SPH4 SPH6 <br />ADDITIONAL METAL <br />W/FLANGE @ BASE <br />FOLLOW <br />¢ O FOLLOW ALL MANF. <br />= <br />BTM AND TOP PLATE <br />L <br />CONNECTORS NOT <br />0_ SPECIFICATIONS FOR <br />a ( <br />ANCHORS W/ 10d x 1 1/Z' <br />N NO <br />0 <br />2 m USE AND <br />PREPARATION OF <br />COMMON NAILS FILL ALL U) <br />HOLES, DO NOT USE 10d w <br />O UPLLIIFT IS PRUIRED ESENT. <br />M <br />� HOLE. <br />3" <br />w <br />Z w <br />x SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />Q <br />Q <br />SLAB wl(a) 1/4'• x 2 va•' <br />o g } <br />.- p•-0• <br />,_ p'-0" <br />TAPCONS <br />�' O'QQ� <br />TOP OF SLAB .. , -, <br />TOP OF SLAB <br />Q' <br />4" CHAMFER (1STORY)- <br />6" CHAMFER (2-STORY) <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 />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />5 <br />C <br />6 <br />MONOLITHIC FOUNDATION <br />SCALE:34"=1'-0" <br />(W/ UPLIFT) <br />SCALE:34"=1'0 <br />(NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />scALE:3ra"=,•-0" <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 />AR <br />11E] SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />0- <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a <br />L <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Q <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />c zi <br />a <br />REQUIRED WHEN NO <br />0: rn <br />UPLIFT IS PRESENT. <br />O <br />8"CMU WALL <br />D' VARIED D' <br />M Z <br />POURED LINTEL CONT. (TYP.) <br />'p.. 8" CMU FILLED CELL (TYP.) <br />3• 3' <br />- TOP OF SLAB <br />I . <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- p•.p" <br />TOP OF SLAB <br />Z <br />SEE SLAB SCHEDULE <br />a <br />1/2" DIA SIMPSON STS2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />a _@ <br />-. <br />•D <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />'. <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />m�--�_ <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE= <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />ttdii <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />2 SCALE: <br />(D��LINTERIMOR 34"=1'0(NO UPLIFT} <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE:3/a-1-0" <br />11 SCALE: 3W'=1'-0" <br />A t C A 1 T 1 C T• <br />6 <br />Group.. <br />41 N. RONALD REAGAN BL) <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-774.4078 <br />wwwabdesigngroup.com <br />AA $: 0003325 <br />i <br />h <br />M <br />0 <br />O <br />F <br />sumxv. ae I.o1`. <br />SILVERADO <br />LOT #11 <br />BLK #13 <br />PRoJzcT* <br />03719.000-11132 <br />1[Oaau <br />"2045-LWANe <br />OARAOa SWIM: <br />RIGHT <br />PROM <br />DETAILS <br />150 MPH EXP. B <br />DP 8/17ATM <br />/20 <br />SCALD 1/4"=1'-0" <br />s <br />S1.1A <br />