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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Z <br />SPACING REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 10" <br />EAD W/+1" NOSE <br />i <br />a <br />z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />❑ T <br />8" CMU WALL <br />PAVERS <br />_ 0'-a , <br />#4 REBAR (TYP.) <br />a� <br />�d w <br />o r <br />8 CMU WALL <br />TO P OV_E <br />T <br />' <br />T OP � <br />P o. <br />m <br />K <br />SEE SLAB SCHEDULE <br />w <br />mm U <br />Eb <br />z <br />aN <br />12" RADIUS OR <br />CHAMFER <br />o <br />p <br />Q <br />y <br />O <br />SEE SLAB SCHEDULE <br />qua-. <br />LLyJ1 Z <br />.,. <br />- ° . d <br />' <br />• �. <br />TOP QF $LAB <br />d <br />x <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />r6 <br />w w <br />ZwAND <br />BAR QUANTITYj <br />•- <br />2Lz�i_ <br />EE SCHEDULE <br />00 O <br />EQ. <br />EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />* <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR <br />DETAIL <br />INTERIOR CURB <br />FOUNDATION <br />CMU WALL <br />INTERIOR FOUNDATION <br />CMU WALL <br />1 <br />n <br />L <br />A <br />4 <br />AT ALL PAVER AREAS SCALE 12'=l'-0" <br />SCALE 12'=1'-0 <br />SCALE: 3/4"=1'-0 <br />SCALE 3 4"=1'-0 <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2.4 OR 2x6 WOOD 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 BT. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE <br />11ZW' WEDGE ANCHOR W/ Z' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5.12' EMBED. MIN. 0 16' <br />SIMPSON SPH4 OR SPH6 <br />OC MAX. <br />BTM AND TOP PLATE <br />ANCHORS W/ 10o x 1 1/2'COMMON <br />NAILS FILL ALL <br />HOLES, DO NOT USE 100 <br />x 3' <br />rSEE SLAB SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />5 scALE:a/a"=r-0 (W/ UPLIFT) <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a� SPACING REQUIREMENTS <br />m <br />W <br />U <br />O N Z 6• CMU WALL <br />w 0•-0' <br />TOP OF SLAB <br />• SEE SLAB SCHEDULE W <br />BAR SIZE 48 BAR DIA i > <br />EXT. PORCH SLAB IV' CHAMFER (1-STORY) O <br />W/ 12' ISOLATION 6" CHAMFER (2-STORY) 18 ro U <br />JOINT (WHERE #4 24" <br />APPLICABLE) Z MATCH STEEL 3C• <br />6'PVC CHASE REINFORCEMENT <br />PER SCHEDULE <br />THRU FOOTING #7 47' <br />SEE SCHEDULE <br />FOR VVxD, AR SIZE <br />AND BAR QBUANTITY PVC CHASE <br />THRU FOOTING <br />6 <br />REINFORCEMENT <br />PER SCHEDULE <br />NG <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdoslgngroup.com <br />AA #: 0003325 <br />g <br />g <br />i <br />M <br />O <br />aUDDry Ac :.Oa': <br />ABBOTT PARK <br />LOT #27 <br />BLK. #11 <br />PRO" <br />04181.001-27111 <br />MODMU <br />3EEB <br />"2260—ELSTON" <br />OARAOR 8WINO: <br />RIGHT <br />PAOR: <br />DETAILS <br />160 MPH EXP. C <br />