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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />z <br />i <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />a <br />CELL SEE PLAN FOR SIZE AND <br />Q 0. <br />CELL SEE PLAN FOR SIZE AND <br />d <br />SPACING REQUIREMENTS <br />QU <br />SPACING REQUIREMENTS <br />Q W <br />o0 U w <br />— <br />GARAGE DOOR <br />RECESS <br />¢� Q'I <br />••-� FM <br />10 - Z <br />8' CMU WALL <br />O <br />8' CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />In W <br />9" <br />O `D <br />? <br />+' 01-W <br />° > I IN FOUNDATION WITH 30' LEG EACH <br />W LUM <br />V) <br />+- d <br />TOP OF SLAB <br />TO O SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I .,. SO THAT THE STEEL REINF. CONTINUOUS <br />N <br />... <br />a .f a <br />.. <br />U <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />a <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (I -STORY) <br />#3 18' <br />.' <br />IL <br />EXT. PORCH SLAB <br />L ARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER <br />ICI° I <br />a CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />dip. <br />MASONRY <br />UNITS SET <br />A7 ELEV: <br />;�,. • <br />JOINT (WHERE � @ �. 0 � <br />8' CHAMFER (2-STOR•n <br />#4 24' <br />W/ 1/2' ISOLATION �,,, <br />(1-STORY) <br />B' CHAMFER (2-STORY) <br />.. <br />d•0' <br />APPLICABLE) i <br />SEE SCHEDULE #5 �• <br />. <br />JOINT (WHERE • i <br />EE SCHEDULE <br />f <br />FOR WxD, BAR SIZE <br />APPLICABLE) 2 4 <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY• <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:34'=,-0 <br />2 @ GARAGE SCALE:3/4'=1'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4•=1'-0' <br />SCALE: 3/4'=1'-0' <br />Z <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />a <br />POURED CELL <br />U CL CL <br />8' CMU <br />LAP TOP PLATE A MIN. OF 48' <br />y <br />AND NAIL W/ 18d COMMON <br />a <br />#4 REBAR @24. O.C. @CENTER Of <br />NAILS, 2-ROWS, 4. O/C BTM. <br />VERIFY HEIGHT <br />We g <br />SLAB <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />z <br />C7 5 > <br />W <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />5r <br />W <br />p a I <br />U REINF. BAR <br />WALL W/ SYP <br />I <br />> NEW <br />d <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />_ <br />SECURED W/ 2- PART <br />g <br />SPACING, SINGLE BTM. PLATE <br />WEDGE ANCHOR W/ 2' <br />2' CAPPED <br />tL I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />WASH <br />• <br />GALVANIZED PIPE <br />< 81, LINO <br />PLATE <br />EPDXY S1/2' EMBED. MIN. @ ,8. OC <br />iv <br />- <br />I�•.. 4 CONC., REINF. W/ <br />W/FLANGE @ BASE <br />FOLLOWALL MANF. <br />¢ <br />PHB <br />MAX. <br />F - <br />. <br />8 6'z8• #10 W WM ON <br />b <br />j, a <br />= m USE AND <br />( <br />BTMANDTOP PLATE <br />2 rn <br />8-MIL POLY ETHYLENE <br />F- PREPARATION OF <br />U 4" <br />ANCHORS W/ IOd x 1 1YL' <br />COMMON NAILS FILL ALL <br />O W <br />VAPOR BARRIER ON <br />IJ O" WELL -COMPACTED <br />SECURE FLANGE TO <br />Z 2 HOLE. <br />HOLES, DO NOT USE 10d W <br />CLEAN FILL TERMITE <br />SLAB W/(4) 1/4X 2 1/4' <br />p O-f- <br />x 3' TL <br />Q <br />SEE SLAB SCHEDULE <br />{{{111 TREATMENT SHALL BE <br />TAPCONS <br />f <br />• {�4 q u.. BORA-CARE <br />. Q <br />TOP Of SLAB <br />#4 <br />(2) CONT.REBAR <br />CHAMFER (,-STORY) <br />• <br />F4• <br />• <br />8' CHAMFER (2-STORY) <br />_ <br />a.�_ <br />— <br />.I ` (2) #5 REBAR ON CHAIRS <br />12• MIN. DEPTH IZ Q <br />NTO W <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL � > <br />COMPACTED SOIL <br />FOR WxD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'-8' <br />pER PLAN <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />FOOTING W/ BLOCK WALL <br />J <br />SCALE:34'=1'-0 <br />V SCALE:34'=,'-0' <br />7 9CALE:34=1'-0 <br />(W/UPLIFT) <br />1A <br />SCALE: 3/4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 78d COMMON <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />LAP TOP PLATE A MIN. OF 48' —�-�-� <br />AND NAIL W/ ICOMMON <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4' O(C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />WALL W/ SYP No 2 STUDS SEE <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />PLANS FOR SPACING. SINGLE <br />Z <br />BTM. PLATE TO BE PT. <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />WALL W/ SYP No 2 STUDS SEE <br />a " <br />SLA.1 /10d MASONRY <br />NAIL IB' O/C STAGGERED. <br />PLANS FOR SPACING. SINGLE <br />STM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />0 T <br />Q C <br />ADDITIONAL METAL <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Q W <br />a0 <br />CONNECTORS NOT <br />18' O/C STAGGERED. <br />U <br />REQUIRED WHEN NO <br />/a: <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />a <br />aO <br />) UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />to 8' CMU WALL <br />SEE SLAB SCHEDULE <br />UPLIFT IS PRESENT. <br />Z } ,-0• <br />a <br />TOP OF SLAB <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />SCHEDULE <br />TOPOF SLAB <br />� e • <br />� 'ISOLATED'COLUMN PAD <br />B° • CENTERED UNDER WALL AND <br />=AND <br />— � POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />ULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />NTITY <br />AND BAR QUANTITY <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO - <br />8 SCALE:3/4'=1'-0• <br />(NO UPLIFT) <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOONG AND COL. PAD <br />9 SCALE: 3/4'=,'-D• (NO UPLIFT) <br />10 SCALE: 3/4'=1'-0• <br />S N. RONALD REAGAN 8L <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www-abdeNgngroup.00m <br />AA #: 0003325 <br />z <br />3 <br />fA <br />tWDIV ee LOT <br />BBOTT PARK <br />LOT #7 <br />BLK #11 <br />PRCJECTL�L <br />04181.000-07111 <br />HGDEU <br />4EWB <br />"1499-FREEPORT" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 JiPH E <br />