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-.♦ - <br />SCHEDULETOP OF SLAB <br />SEE <br />NFOR WXD, <br />TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: 1fY'=1'-0" <br />LAP TOP PLATE A MIN. OF 49' <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEV�rSEESLABSCHEDUUE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT.SECURE <br />ST. PLATE TO SLAB W/ <br />PROVIDE DSL. TOP PLATElr2W' <br />WEDGE ANCHOR WIT <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. i6" <br />USP SPTH4 OR SPTH6 BTMOC <br />MAX. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1l7' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />tOd x 3" <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />5 INTERIOR FOUNDATION WOOD WALL <br />scALE:3/a"=r-a' (W/UPLIFT) <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />? SPACING REQUIREMENTS <br />MIN. 10" tEAD W/+1" NOSE <br />O S' CMU WALL <br />%14 RESAR(TYP.) w <br />0'-0" m O W <br />TOP OF SLASEE SLAB SCHEDULE <br />D1/2"RAI ORCHAMFERXXKZg' m C� EQ. EQ. SEE SCHEDULE <br />-k FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />2 EXTERIOR STAIR DETAIL 3 INTERIOR CURB FOUNDATION CMU WALL <br />SCALE: 1/2"=,'-IT' <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q� t SPACING REQUIREMENTS <br />m <br />W <br />U <br />p ro Z 8" CMU WALL <br />. o'o' + a-0' <br />TOP OF SLAB °' TOP OF SLAB <br />, <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA. > `d ° + < <br />W/ 1/Z' ISOLATION 4" CHAMFER (1-STORY) #3 1S, O <br />8" CHAMFER (2-STORY) <br />JOINT (WHERE ♦ #4 24" <br />APPLICABLE) z MATCH STEEL ° , <br />iS 3U' <br />i REINFORCEMENT <br />6T PVC CHASE PER SCHEDULE #6 6" PVC CHASE THRU FOOTING <br />THRU FOOTING #7 42 <br />MATCH STEEL <br />SEE SCHEDULE REINFORCEMENT <br />FOR WxD, BAR SIZE PER SCHEDULE <br />AND BAR QUANTITY PVC CHASE <br />6 THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />3 <br />SPACING REQUIREMENTS <br />=a <br />O <br />8" CMU WALL <br />�w <br />U <br />�a <br />w <br />SEE SLAB SCHEDULE <br />o <br />-SLAB <br />.. <br />.n• <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION CMU WALL <br />4 <br />SCALE: 3/4"=1'-0" <br />f <br />I <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.00m <br />AA #: 0003326 <br />5 <br />y <br />4 <br />r <br />sun] ee LAT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />P1tOJECT# <br />04128.002-06171 <br />1LGDEIt <br />3EFB <br />"2447—ROBIE" <br />GARAGE BTrWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />191 <br />DATE: 10/09/19 <br />SCALE 1/4• = 1'-0" <br />SHEET <br />S1.1B <br />