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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />,o <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />d y <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />¢ <br />SPACING REQUIREMENTS <br />- <br />¢ w <br />m U <br />w <br />..tL�� <br />�p- 1 — <br />GARAGE DOOR <br />Lu RECESS <br />W <br />.I" <br />. <br />B' <br />¢ � 2 <br />8' CMU WALL <br />O <br />8• CMU WALL <br />, . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />w w <br />= <br />O <br />ZD 2 <br />, .ol IN FOUNDATION WITH 30' LEG EACH <br />w <br />N� <br />+-0'-0• <br />_ WAY AT ALL CHANGES IN DIRECTIONS <br />a <br />- TOP OF SLAB <br />' TOP OF SLAB <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I • <br />CURB FOR <br />1 <br />EXT. PORCH SLAB �. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1STORY) <br />83 18' <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CHAMFER <br />ILL° ,If <br />a <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7 0, AT ELEV: <br />W/ 1/2' ISOLATION <br />JOINT (WHERE <br />6' CHAMFER (2-STORY) <br />#4 24• <br />W/ 1/2' ISOLATION <br />(1STORY) <br />CHAMFER (2-STORY) <br />UAND <br />� •- <br />0'-0' <br />APPLICABLE) 2 <br />SEE SCHEDULE 30' <br />JOINT(WERE <br />APPLICABLE)WHEN <br />SCHEDULE#5 <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />'•AR <br />WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />QUANTITY <br />NUMBER OF BARS 1* 2 TO 3, PROVIDE 2 BARS), ONO <br />#7 42' <br />zNq <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />GARAGE SCALE: 3'4"=1'-0' <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />3CALE: 3/4"=V-0' <br />SCALE: 3/4'=1'-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 BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' 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 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2"CAPPED <br />j N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT, PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />& 0- SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'x9' WEDGE ANCHOR W/2' <br />BTM. PLATE TO BE PT, <br />W/FLANGE BASE <br />p, g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />- Q 8', ONO <br />— <br />PLATE EPDXY 6-1 /2'EMBED. MIN. ®18'OC <br />SLAB W/tOd MASONRY <br />o <br />¢ O FOLLOW ALL MANE. <br />= <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 18' O/C STAGGERED. <br />m <br />¢ SPECIFICATIONS FOR <br />< <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= ro USE AND <br />ANCHORS W/ tOd x 1 i/2' <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 2 1/4' <br />F- PREPARATION OF <br />U cr HOLE. <br />COMMON NAILS FILL ALL y <br />REQUIRED WHEN <br />V) UPLIFT IS PRESENT. <br />TAPCONS <br />¢ <br />HOLES, DO NOT USE 10d w <br />w <br />g <br />x 3' SEE SLAB SCHEDULE <br />Q <br />Q SEE SLAB SCHEDULE <br />O}, <br />,QQ <br />TOP OF SLAB � e , <br />TOP OF SLAB <br />4' CHAMFER (I -STORY) <br />6' CHAMFER (2-STORY) <br />: a,� <br />• �_ �_ . <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />B°A`E: y'•=''-°' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 SCALE:3/4'=1'-0' (W/ UPLIFT) <br />8 SCALE 3 ="° (NO UPLIFT) <br />SCALE:34'=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4' O/C 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 />2 <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q ^ <br />as> <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />p <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W"'d MASONRY NAIL <br />a:F <br />w <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />¢O cn <br />8'CMU WALL <br />UPLIFT IS PRESENT. <br />2 <br />— <br />+- 0'-D° <br />POURED LINTEL CONT. (TYP.) <br />, •' <br />8' CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />,la <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />+ - 0'-0' <br />2 <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />� a• <br />g <br />"ISOLATED' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />zo <br />a . CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />t. <br />-� FOUNDATION AND SLAB <br />��"^'^�*-�41^a—f <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />I V <br />SCALE: 3/4'=1'-0' <br />1 1 SCALE: 3/4'=V-0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA M. 0003328 <br />-pye� <br />rr <br />s3y <br />p <br />2 <br />U <br />R <br />6 <br />6 <br />SUBDIV. a LOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK #15 <br />PROJECT# <br />04181.000-18151 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE OWWO: <br />LEFT <br />PACE: <br />DETAILS <br />%160 MPH EXP. C <br />