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PAVERS <br />a47' w <br />TOE <br />Mow; --- E <br />SEE SCHEWLE <br />FOR W%D, BAR SIZE <br />AND BAR QUANRrY <br />TRENCH FOOTING <br />AT ALL PAVER AREAS SCALE: 12"=1'-(7' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" CYC BTM. <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING — <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING SINGLE <br />BTM. PLATE TO BE PT, <br />PROVIDE DEL. TOP PLATE <br />SIMPSON SPH4 OR SPH6 <br />BTM AND TOP PLATE <br />ANCHORS W/ 1Od x 1 12" <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />x 3" <br />VERIFY HEIGHT <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SECURE BT. PLATE TO SLAB W/ <br />1/2"x8" WEDGE ANCHOR W/2' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-112" EMBED. MIN. (m 16" <br />OC MAX <br />SLAB SCHEDULE <br />EXT. PORCH SLAB <br />W/ 112" ISOLATION <br />JOINT (VMERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />SEE SCHEWLE <br />FOR WND, BAR SITE <br />AND BAR QUANTITY <br />5 INTERIOR FOUNDATION WOOD WALL <br />SCALE:-0" (W/ UPLIFT) <br />MIN. lir TREAD WN 'NOSE <br />#4 FEW (TYP.) <br />ate•.. <br />.i TOP OF <br />1/2" RADIUS OR <br />• CHAMFER <br />ww ^� <br />w <br />��:.• hW li <br />2EXTERIOR STAIR DETAIL <br />SCALE: 12"=1'-P <br />STEEL REINFORCING IN GROUTED <br />,f <br />CELL SEE PLAN FOR SIZE AND <br />d <br />SPACING REQUIREMENTS <br />U <br />as <br />O w <br />bs <br />as <br />8•' CMU WALL <br />SEE SLAB SCHEDULE <br />_ <br />4" CHAMFER (15TORY) <br />6" CHAMFER (2STORY) <br />A7CH STEEL <br />REINFORCEMENT <br />it <br />PER SCHEDULE <br />SEE SCHE <br />FOR WAD, BARR S1 <br />AND BAR QUANTITY <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />o' <br />8' CMU WALL <br />rc� <br />o" <br />e . <br />7 <br />SEE SLAB SCHEDULE <br />;EQED <br />SEE SCHEDULE <br />FDA WD, BAR SIZE <br />AND BAR QUANITITY <br />INTERIOR CURB FOUNDATION CMU WALL <br />3 <br />SCALE: 3/4"=1'-0' <br />BAR SIZE <br />ADIA <br />48 BR <br />M u <br />#3 <br />1 <br />#4 <br />24 <br />#5 <br />3a <br />#6 <br />36 <br />#7 <br />PVC CHASE <br />- THRU FOOTING <br />SCALE: 3/4"=1'-a' <br />4G <br />REINFORCEMENT <br />PER SCHEDULE <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />i <br />rc <br />8" CMU WALL <br />�a <br />g N <br />SEE SLAB SCHEDULE <br />R <br />SEE SCHEDULE <br />FOR -D, BAR SIZE <br />AND BAR QUANM <br />INTERIOR FOUNDATION CMU WALL <br />4 <br />0 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7745078 <br />FAX: 407-774"4078 <br />ww W.abdeaigrgroup.com <br />AA #: 0003325 <br />h <br />� <br />ee <br />O <br />L; <br />C <br />9 <br />Q` <br />R <br />LiiiSfff <br />BUBDIV• at IAT: <br />ABBOTT PARK <br />LOT #1 BLK #14 <br />PHASE:4C <br />Pft0"=T <br />04181.04C- 1141 <br />MODZI,: <br />3EEB <br />"2260-ELSTON" <br />GARAGE awlxo: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPHW. <br />R <br />10/26/21 <br />: 1/4"=1'-0" <br />1.1B <br />