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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />i SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED <br />MIN. 10" T EAD W/ "NOSE T MITI— CELL SEE PLAN FOR SIZE AND <br />8" CMU WALL SPACING REQUIREMENTS <br />PAVERS #4 REBAR (TYP.) <br />w 8" CMU WALL <br />a-o•.. a-a�. <br />TOP OF SLAB .• TOPS y SEE SLAB SCHEDULE V <br />O 1/2" RADIUS OR ¢ O y 3EE SLAB SCHEDULE <br />CHAMFER ° � � * O <br />-.i;.; •._ w0° TOPOF SLABIF <br />'°• <br />SEE SCHEDULE w n e ••.a t .. <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <_ Ocd <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />EQ. EQ. SEE SCHEDULE AN <br />FOR WxD, BAR SIZE D BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCAH FFOOTIINALG1/r=1 0 2 EXTERIOR STAIR DETAIL 3 INTER sOR CURB FOUNDATION CMU WALL 4 INTERIOR FOUNDATION CMU WALL <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4' QC BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />20 OR 2x6 WOW BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />1/2"x8" WEDGEANCHORW/2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY EMBED. MIN. 0 16" <br />USP SPTH4 OR SPTHB BTM <br />OC MAX5-1/2" <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 112" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB <br />W/ 112' ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scALE:3/a•=r-o• (W/ UPLIFT) <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />O <br />SPACING REQUIREMENTS <br />co <br />Q to <br />Z <br />8" CMU WALL <br />0 <br />i <br />M <br />SEE SLAB SCHEDULE <br />.4' <br />CHAMFER (I -STORY) <br />6' CHAMFER (2-STORY) <br />Z <br />TCH STEEL <br />i <br />REINFORCEMENT <br />iv <br />PER SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />?w <br />BAR SIZE 48 BAR DIA. <br />3' > <br />#3 18' <br />O <br />#4 24" <br />#5 30" <br />#6 <br />36" <br />#7 <br />42" <br />PVC CHASE <br />THRU FOOTING <br />6 SCALE: 3/4'=1'-0" <br />IG <br />REINFORCEMENT <br />PER SCHEDULE <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX:407-774"4078 <br />www.abdee4M*up.com <br />AA #:0003325 <br />b <br />aUNDIV. /e L07! <br />ABBOTT PARK <br />LOT #34 <br />BLK. #8 <br />Plt f=T — 4 <br />083 <br />MODEIA <br />3EEB <br />"2260—ELSTON" <br />GARAGE BWIN*c <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DRMT <br />ATO 11/26/19 <br />SCALE: 1/4"=1'-0" <br />sldEET <br />S1=1B <br />