Laserfiche WebLink
STEEL REINFORCING IN GROUTED <br />ZV�Ll- <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />STEEL REINFORCING IN GROUTED <br />MIN. 1W TREAD W/+1" NOSE <br />_ <br />O as>8"CMU <br />Z <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL <br />PAVERS 0'{l' <br />#4 REBAR (TYP.) <br />0'-0' w_ <br />C <br />m6"CMU <br />wSPACING <br />d a <br />WALL <br />TOp OFSLAB <br />--- <br />• TOP OF SLA6 <br />ySEE <br />SLAB SCHEDULEO <br />$ n <br />SEE SLAB SCHEDULE <br />Z <br />y <br />12" RADIUS OR <br />CHAMFER <br />A <br />¢ y <br />O <br />.� <br />01 <br />P OF SLAB <br />a° <br />to a <br />° .•. aTOLLJ <br />— <br />s� ° <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />Lz�_ <br />c6�y <br />uj <br />W <br />< <br />Z 7� <br />O <br />• <br />;°• <br />> <br />° ! <br />EE SCHEDULE <br />EQ. <br />EQ, <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />TRENCH FOOTING <br />EXTERIOR STAIR DETAIL <br />INTERIOR <br />CURB FOUNDATION <br />CMU WALL <br />INTERIOR FOUNDATION CMU WALL <br />1 <br />n <br />L <br />{ <br />4 <br />AT ALL PAVER AREAS SCALE: 1/I'=1' 0 <br />SCALE: 1 2 =1'-0' <br />SCALE: 3 4'=V-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. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />Z <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />STEEL REINFORCING IN GROUTED <br />WALL W/ SYP No 2 STUDS SEE <br />a <br />CELL SEE PLAN FOR SIZE AND <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO SLAB W/ <br />p <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE 1/290' WEDGE ANCHOR W/ Z' <br />¢ w <br />00 <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/Z'EMBED. MIN. 016" <br />U <br />d <br />SIMPSON SPH4 OR SPH6 OC MAX. <br />BTM AND TOP PLATE <br />O IL <br />b <br />B" CMU WALL <br />ANCHORS W/1Ddx 11/2' <br />+-0'-a <br />+-0' ' <br />COMMON NAILS FILL ALL <br />� � <br />TOP OF SLAB <br />a TOP OF SLAB <br />HOLES, DO NOT USE 10d <br />x 3" SEE SLAB SCHEDULE <br />; f ° . <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BARDIA <br />Za <br />>O <br />+. 0'-0' <br />EXT. PORCH SLAB <br />4" CHAMFER (1STORY) <br />a <br />a ' <br />TOP OF SLAB <br />W/ 1/P' ISOLATION <br />6"CHAMFER (2STORY) <br />- <br />JOINT (WHERE <br />#4 24" <br />° ° <br />APPLICABLE) <br />Z <br />MATCH STEEL <br />#5 30' <br />1 <br />S' PVC CHASE <br />f <br />REINFORCEMENT <br />PER SCHEDULE <br />36 <br />6" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />THRU FOOTING <br />#7 42' <br />y FOR WXD, BAR SIZE <br />MATCH STEEL <br />iI- ---"'SSSFFF AND BAR QUANTITY <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOR WXD, BAR SIZE <br />PER SCHEDULE <br />AND BAR QUANTITY <br />PVC CHASE <br />INTERIOR FOUNDATION WOOD WALL <br />THRU FOOTING <br />5 SCALE: 3/4"=1'.0" (W/ UPLIFT) <br />6 <br />SCALE:34„=t'-0" <br />APR 1 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH. 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />O <br />� <br />A <br />a <br />fill <br />•unviv. Ia LOT,° <br />ABBOTT PARK <br />LOT #30 <br />BLK. #12 <br />PROJECT <br />04 81.00 -30121 <br />MODBia <br />3EAB <br />"1504- ALLEX" <br />GARAGE MUNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />