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STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Z SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />MIN. 10" T EAD W/+1" NOSE Z SPACING REQUIREMENTS <br />8" CMU WALL <br />PAVERS #4 REBAR (TYP.) Q W <br />+- 0'-0" +- 0'-0" h m � 8" CMU WALL <br />TOP OF SLAB o TOP OF SLAB m w <br />SEE SLAB SCHEDULE U <br />a� Z O Q .4 a <br />1/2 RADIUS OR o > 0- SEE SLAB SCHEDULE <br />U) a CHAMFER ° d e <br />W a TOP OF SLAB a °. <br />SEE SCHEDULE > Q <br />W ° d <br />C <br />FOR WxD, BAR SIZE EE w z w m a.° • a. <br />AND BAR QUANTITY O _j Q • �a ° <br />.° <br />> � EE SCHEDULE <br />w <br />• m O EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL <br />AT ALL PAVER AREAS SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Z <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE CELL SEE PLAN FOR SIZE AND <br />PLANS FOR SPACING. SINGLE 0 SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ <br />PROVIDE DBL. TOP PLATE 1/2"x9" WEDGE ANCHOR W/ 2" Q w <br />WASHER SET IN HIGH STRENGTH m U <br />EPDXY 5-1/2" EMBED. MIN. @ 16" a <br />SIMPSON SPH4 OR SPH6 OC MAX. cn _ z 8" CMU WALL <br />BTM AND TOP PLATE O Q <br />ANCHORS W/ 10d x 1 1/2" o +_ 0'_01+- 0'-0" <br />OL <br />COMMON NAILS FILL ALL M ° a TOP OF SLAB e a ° a a 4 TOP OF SLAB <br />HOLES, DO NOT USE 10d a <br />x 3" SEE SLAB SCHEDULE a .... a Q a a° a <br />SEE SLAB SCHEDULE Z W ° d <br />+- 0'-p"4 EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />TOP OF SLAB a W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) <br />Q JOINT (WHERE 6 <br />APPLICABLE) Z_ MATCH STEEL <br />9 ° REINFORCEMENT <br />6" PVC CHASE N PER SCHEDULE <br />SEE SCHEDULE THRU FOOTING <br />> a a ° Q °. <br />O <br />cv)U ° °a a <br />a ° Q <br />° <br />Q d d. <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE MATCH STEEL <br />AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />INTERIOR FOUNDATION WOOD WALL AND BAR QUANTITY PVC CHASE <br />5 SCALE:3/4"=1'-0" V THRU FOOTING <br />(W/ UPLIFT) SCALE. 3/4 -1 -0 <br />BAR SIZE <br />48 BAR DIA. <br />#3 <br />18" <br />#4 <br />24" <br />#5 <br />30" <br />#6 <br />36" <br />#7 <br />42" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />� <br />� <br />u <br />� <br />� <br />v <br />� <br />4 <br />4 <br />co <br />A <br />� <br />0 <br />p� <br />4 <br />� <br />LLu <br />0 <br />� <br />C <br />A <br />� <br />A <br />v <br />Ul <br />SVBDIV. & LOT: <br />ABBOTT PARK <br />LOT #34 <br />BLK #9 <br />PROJECT# <br />04181.000- 34091 <br />MODEL: <br />3EAB <br />1504- ALLEX" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />SCALE: <br />SHEET <br />S1. <br />