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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />- <br />CELL SEE PLAN FOR SIZE AND <br />< a <br />O <br />CELL SEE PLAN FOR SIZE AND <br />�os <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />°- <br />aW <br />r <br />Q�C <br />00 W <br />m O <br />W <br />Ir <br />6' CMU WALL <br />Fm <br />io Z <br />6' CMU WALL <br />O <br />Z <br />. I r . CORNER BARS, SAME SIZE AS LARGER BAR <br />. I IN FOUNDATION WITH 30" LEG EACH <br />m <br />+ 0-0 <br />TOP OF SLAB <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />I .." a°I I SO THAT THE STEEL REINF. IS CONTINUOUS <br />.. " <br />.--.�•t—.+.� ; �—y��MATCH <br />�,,,�GARAGF <br />AMOUNT OF CONTINUOUS BARS <br />a <br />EXT PORCH SLAB <br /><__ <br />SEESLAB SCHEDULE <br />BAR SIZE 48 BAR DIALSEE <br />4" CHAMFER (1STORY)- <br />SLAB SCHEDE <br />�- CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/Z'tSOLATION e <br />NT (WH R <br />JOINT (WHERE. <br />#3 16' <br />6' CHAMFER (2STORY) <br />#4 24"-, <br />EXT. PORCH SLAB <br />W/ 'ISOLATION <br />I 4" CHAMFER (I -STORY) <br />l, ( ) <br />6' CHAMFER (2-STORY) <br />AP i - <br />SEE SCHEDULE <br />JOINT (WHERE <br />T <br />• • EE SCHEDULE <br />i <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />4 <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />N <br />#6 3„ <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />a2, <br />N <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO-FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />6°ALE: 3/4"=,'-0' <br />CORNER BARS DETAIL <br />@GARAGE <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 46' <br />W RECESS <br />AND NAIL W/ 16d COMMON <br />g <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />9" <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />W W <br />W :Ur <br />N <br />W <br />2x4 OR 216 WOOD BEARING PROVIDE BLOCKING <br />O qa a <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />CURB FOR <br />to NEW REINF. BAR <br />IL SECURED W/2-PART <br />g <br />SPACING. SINGLE BTM. PLATE <br />1lIk9" WEDGE ANCHOR W/ Z' <br />TO BE ETE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH <br />MASONRY <br />1;o UNITS7 <br />Z' CAPPED <br />a EPDXY. MIN. EMBED <br />I <br />EPDXY 5-1/Z' EMBED. MIN. 0 16' OC <br />01-T <br />GALVANIZED PIPE <br />Q 6', UNO <br />SIMPSON SPH4 OR SPH6 MAX <br />W/FLANGE a BASE <br />Q O FOLLOW ALL MANE <br />BTM AND TOP PLATE <br />N a:I SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 12" <br />o <br />= USE AND <br />COMMON NAILS FILL ALL <br />PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />Z � HOLE. <br />x 3' SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />W CkQ <br />RECESS AROUND GARAGE <br />SLAB W/(4)1/4" X 2 1/4" <br />TAPCONS <br />g' OQ�O'f' <br />w 0•-0" <br />DOOR OPENING <br />TOP OF SLAB — <br />SCALE: 3/4"=1'-Q' <br />V CHAMFER (1S70RY) <br />6' CHAMFER (2-STORY) <br />•. .0, <br />LAP TOP PLATE A MIN. OF 46' <br />EQ. EQ. SEE SCHEDULE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />FOR WXD, BAR SIZE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />2.4 BEARING PROVIDE BLOCKING <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />WALL W/ SVP No 2 STUDS SEE <br />WALL /SYP No <br />PLANS FOR SPACING. SINGLE <br />SCALE:34"=1'-0 <br />(W/ UPLIFT) <br />5 <br />c <br />V <br />BTM. PLATE TO BE PT <br />SCALE 34"=1'-0" <br />SCALE 314"=1'-0 <br />PROVIDE DBL TOP PLATE SECURE BT, PLATE TO <br />SLAB W/t. MASONRY <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />W UPLIFT IS PRESENT. <br />LAP TOP PLATE A MIN. OF 46' <br />SEE SLAB SCHEDULE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />Q <br />+_ 0'-0' <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />TOP OF SLAB <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />\n a <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />Q a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY NAIL <br />Pi <br />a - • a <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />¢ <br />m U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />d <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />O <br />e" CMU WALL <br />AND BAR QUANTITY <br />--c� Z <br />+-0'-0" <br />• _. POURED LINTEL CONT. (TYP.) <br />INTERIOR CURB FOUNDATION WOOD WALL <br />IT' CMU FILLED CELL(TYP.) <br />'t"'• <br />- TOP OF SLAB <br />Ia <br />SEE SLAB SCHEDULE <br />2XWALLFRAMING <br />SEE SLAB SCHEDULE <br />1/I' DIA. SIMPSON STB2 BOLTS 6' <br />TOP OF SLAB <br />- -a^ <br />Z <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />T — — - FOUNDATION AND SLAB <br />8' VARIES a' <br />SEE SCHEDULE <br />��� <br />- - SEE SCHEDULE <br />3' <br />FOR WXD, BAR SIZE <br />- <br />- FOR WXD, BAR SIZE <br />3 ` <br />" AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME <br />.s <br />INTERIOR <br />FOUNDATION WOOD WALL <br />BRIG WALL TO <br />9 SCALE:34"=r-a' (NO UPLIFT) <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />11 <br />SF0202TjlNN2G <br />SCALE:3/4"=l'-a' <br />SCALE: <br />w zscarr. �i� <br />L <br />SHOWER RECESS FOOTER <br />SCALE: 1 "=1'-D" <br />A E C N I T E C T 8 <br />6 <br />Grousi <br />Al N. RONALD REAGAN BL1 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abde igngroup.com <br />AA #: 0003325 <br />Z <br />0 <br />y <br />C <br />0. <br />SUBDIV. & LOT <br />SILVERADO <br />LOT #22 <br />BLK #14 <br />PROJECT# <br />03719.001— 22141 <br />MODEL- <br />"2045-LAWANA" <br />GARAGE SKIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH <br />