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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />ar <br />Z <br />STEEL REINFORCING IN GROUTED <br />2 <br />STEEL REINFORCING IN GROUTED <br />�—` ••^� <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR 312E AND <br />I p <br />LU <br />SPACING REQUIREMENTS <br />0 <br />U <br />SPACING REQUIREMENTS <br />N <br />W <br />P— <br />.L.� <br />1�q. � _+—. <br />GARAGE DOOR <br />RECESS <br />mU <br />ao— <br />_I� v -1'�F , <br />FM <br />W <br />j <br />O= U) Z <br />8" CMU WAIL <br />O <br />8" CMU WALL <br />1 .. CORNER BARS, SAME SIZE AS BAR <br />W w B, <br />O 6 — <br />Z <br />1• IN FOUNDATION WITH 30"LEG EACH <br />d <br />= <br />b <br />"•' <br />N p• <br />TOP OF SLAB <br />0 <br />TOP OF SLAB <br />.I' . WAY AT ALL CHANGES IN D RECTIONS <br />�I SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />o) N <br />• , • <br />• <br />� <br />,~~ - V RI S <br />.r <br />, MATCH AMOUNT OF CONTINUOUS BARS <br />,71, <br />• ��'I.". <br />?k- <br />/'k MASONRY <br />MASONRY <br />� <br />e <br />EXT. PORCH SLAB <br />&EE SLAB SCHEDULE <br />BAR SIZE <br />4" CHAMFER (1-STORY) <br />#3 <br />• <br />EXT. PORCH 8LA8 <br />.;''/ <br />YYY _ SEE SLAB SCHEDULE TOP OF GARAGE <br />_ <br />"�' e. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />7;p, AT ELEV: <br />W/ 112° ISOLATION <br />^�' <br />8" CHAMFER (2-STORY) <br />W/ 1/2' ISOLATION <br />4" CHA'MFER 1-STORY <br />0 <br />JOINT (WHERE <br />APPLICABLE) a <br />SEE SCHEDULE <br />N42" <br />JOINT (WHERE. <br />APPLICABLE) <br />Z <br />,, <br />6" CHAMFER (2-STORY) <br />° EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE #8 <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 (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 <br />GSCALE:3d'=1'-0 <br />ARAGE <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4'=V-0' <br />SCALE: 3/4"-1'-01 <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 />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 />W <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARINGAV/ <br />uI — I <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />Oj NEW REINF. BAR <br />S <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />Oa SECURED W/2-PART <br />SPACING, SINGLE BTM. PLATE 1/2"x8' WEDGE ANCHOR W/r <br />BTM. PLATE TO SEPT. <br />W/FLANGE BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATESECURE BT. PLATE TO <br />8", UNO <br />PLATE <br />EPDXY 5-,l2' EMBED. MIN. 16" OC <br />SLAB W/10d MASONRY <br />R <br />FOLLOW ALL MANF. <br />= <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL 18" O/C STAGGERED. <br />iy <br />SPECIFICATIONS FOR <br />y � <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />= m USE AND <br />10d x 1 1/2' COMMON NAILS <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />H PREPARATION OF <br />� <br />FILL ALL HOLES, DO NOT USE <br />REQUIRED WHEN NO <br />SLAB W/(4)1/4' X 21/4' <br />TAPCONS <br />HOLE. <br />Z <br />10d x 3' W <br />UPLIFT IS PRESENT. <br />pZj <br />b g <br />SEE SLAB SCHEDULE <br />EE SLAB SCHEDULE <br />TOP OF SLAB <br />TOP OF SLAB <br />4" CHAMFER (1-STORY)°6' CHAMFER (2-STORY)EQ. <br />VEQ. <br />EQ. SEE SCHEDULE <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />WxD, BAR SIZE <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />$ INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:3/4"=V'W (NO UPLIFT) <br />SCALE:34"=,'-0 <br />SCALE:3M"=1'-0" (W/ UPLIFT) <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP 2 STUDS SEE <br />d <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />p <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />a W <br />16" O/C STAGGERED. <br />m U <br />ADDITIONAL METAL <br />v �+ <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />07 <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />m ? <br />+- " <br />POURED LINTEL CONT. (i ? ) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />3EE SLAB SCHEDULE <br />. <br />2X WALL FRAMING <br />WGROUTED <br />SEE SLAB SCHEDULE <br />1/2'DIA. USP 725OSD BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />OP OF SLAB4• <br />°ISOLATED" COLUMN PAD <br />Ij.,� <br />CELL, 4" FROM ENDS AND <br />m <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />• <br />• <br />POURED MONOLITHICALLY WITH <br />�- <br />° .� <br />• _ <br />S= FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.,i <br />. <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�, <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE:34"=1'-0 (NO UPLIFT) <br />aFM002Tjl[tNLGAND <br />SCALE: <br />�� SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, F192750 <br />PH: 407-7744:078 <br />FAX: 407-77 %78 <br />www.abdaeWWoup.com <br />L AA 8: 0003325 <br />E <br />y <br />0 <br />�o <br />Iummly aLoai <br />ABBOTT PARK <br />LOT #10 <br />BLK. #7 <br />PROJWT 81.00 - 7 <br />HODzu <br />4EBB <br />"1828-CALI" <br />GARAOX errtxo: <br />LEFT <br />PADS: <br />DETAILS <br />160 MPH EXP. C <br />Dw12/05/19 <br />*CALL': 1/4"=1'-0" <br />**Me= <br />S1.1A <br />