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30" <br />MIN. EACH WAY <br />�MONQLII HIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />i <br />"1 <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />�L <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTSv— <br />G <br />�v �i •: T" <br />GARAGE DOOR <br />W <br />U <br />W <br />W <br />RECESS <br />C <br />I <br />v a <br />41 Z <br />8"CMU WALL <br />8"CMU WALL <br />> f 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />W Ul <br />B" <br />o <br />IN FOUNDATION WITH 30' LEG EACH <br />WWW <br />W x <br />N <br />*- 0'-0' <br />WAY AT ALL CHANGES IN DIRECTIONS <br />N <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />' <br />SEE SLAB SCHEDULE <br />- AR! <br />Is:. <br />MASONRY <br />a <br />EXT,PORCH', < <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />18" <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE• TOP OF GARAGE <br />v. ,ILL CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />7;p. AT ELEV: <br />W! 1l2" ISOLATION -.., <br />JOINT (WHERE • • <br />6" CHAMFER (2STORY) <br />#4 24" <br />W/ 1/2"ISOLATION <br />I 4"CHAMFER (1 STORV) <br />I' . a -' <br />"`"'333"'��� 6" CHAMFER (2-STORY) <br />. <br />APPLICABLE) i <br />SEE SCHEDULE <br />#''` <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />•- • EE SCHEDULE <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY , <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GARAGE 6D�" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W! 16d COMMON <br />NAILS, 2-ROWS, 4•' O/C STM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 47 O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W! PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />SECURED W/ 2- PART <br />K <br />SPACING. SINGLE BTM. PLATE <br />1/2'k9" WEDGEANCHORHISTRENGTH <br />STM. PLATE TO BE PT. <br />2" CAPPED <br />a g EPDXY. MIN. EMBED <br />( <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />� Q 8", UNO <br />_ <br />PI -ATE <br />EPDXY 6-1/2"EMBED. MIN. 18" OC <br />SLAB WOd MASONRY <br />W/FLANGE ®BASE <br />Q o FOLLOW ALL MANF. <br />x <br />SIMPSON SPH4 SPH6 MAX <br />NAIL i6" O!C STAGGERED. <br />K SPECIFICATIONS FOR <br />rn Q <br />BTM AND TOP PLATE <br />LA <br />ADDITIONAL METAL <br />4 <br />x CS USE AND <br />I <br />I— PREPARATION OF <br />ANCHORS WI S x 1 112" <br />NAILS FILL ALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0 HOLE. <br />COMMON N <br />UPLIFT IS PRESENT. <br />SECURE FLANGE TO <br />Z 0: <br />HOLES, DO NOT USE 10d W <br />x 1. 0: SEE SLAB SCHEDULE <br />W <br />0= SEE SLAB SCHEDULE <br />SLAB W/(4),!4" X 2 1/4" <br />o O <br />Q <br />TAPCONS <br />QUO <br />+ 0 0' <br />. 0 0' <br />.� <br />TOP OF SLABTOP <br />OF SLAB <br />4" CHAMFER (1STORY) <br />8" CHAMFER (2STORY) <br />• a <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ,. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8INTERIOR CURB FOUNDATION WOOD WALL <br />5 <br />c <br />V <br />— <br />� <br />�"LE �"`'-0•(NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />SCALE:314"=1'-0" <br />BQALE:3/4"=,'-0" (W/UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" OIC BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />W <br />1 O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a Ja <br />CONNECTORS NOT <br />U) <br />B" CMU WALL <br />REQUIRED WHEN NO <br />0 <br />UPLIFT IS PRESENT. <br />m Z <br />- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Z <br />TOP OF SLAB <br />a ^ <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />< <br />e' <br />°• <br />�� POURED MONOLITHICALLY WITH <br />* <br />r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />. <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�, <br />_'� <br />COMBINED EXTERIOR MONO - <br />INTERIOR <br />FOUNDATION WOOD WALL <br />�„�FOOTING <br />AND COL. PAD <br />'LJ <br />scALE:aa"=,-o' <br />(NO UPLIFT) <br />SCALE:34"=1'-0 <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abda•Igngroup.com <br />AA M: 0003325 <br />i <br />C <br />will <br />MO <br />auBD><v all LOT <br />SILVERADO <br />LOT #17 <br />BLK #19 <br />PROJECT* <br />04128.002-17191 <br />MODEIA <br />4EWB <br />"1499-FREEPORT" <br />GARAGE I3VWQ: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH ER. B <br />