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30° <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />STEEL REINFORCING IN GROUTED <br />g _ <br />}} <br />STEEL REINFORCING IN GROUTED <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />< a. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />b. v <br />0.. <br />❑ } <br />SPACING REQUIREMENTS <br />¢ <br />— <br />< W <br />mU <br />CO U <br />W <br />Io_ ��: r� <br />° <br />GARAGE DOOR <br />RECESS <br />¢ lan i <br />8' CMU WALL <br />O (n <br />a 8' CMU WALL <br />FM <br />.. CORNER BARS, SAME SIZE AS LARGER BAR <br />I ° <br />O <br />1n W Be <br />m <br />O is — <br />Z <br />+• 0'-0' <br />IN FOUNDATION WITH 30' LEG EACH <br />>I. d l WAY AT ALL CHANGES IN DIRECTIONS <br />w <br />y <br />+- 0'-0' <br />TOP OF SLAB <br />,JI <br />I .. e v� SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />T"1 <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I <br />CURB FOR <br />° e <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4• CHAMFER (1STORY) <br />#3 18EXT. <br />PORCH SLABW/1/2' <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />ILL°I� <br />LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMEM SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />rip. ATELEV: <br />ISOLATION ., <br />(WHERE <br />6' CHAMFER (2-STORY) <br />#4 24' <br />W/ 7/2' ISOLATION4' <br />CHAMFER (i-STORY)JOINT <br />B' CHAMFER (2-STORY) <br />U <br />APPLICABLE) Z - <br />SEE SCHEDULE #530' <br />JDINT(WHERE <br />APPLICABLE) <br />? <br />E SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY 4Y <br />BAR QUANTITY <br />NUMBER OF BARS Ile. 2 T03, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34=i'-0' <br />r <br />2 <br />GARAGE SCALE:3a=1'-0' <br />CORNER BARS DETAIL <br />jDOOR OPENING <br />SCALE: 3/4'=1'-0' <br />(D_ <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' 0/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 />uJ <br />I <br />2x4 OR 2x8 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 />2' CAPPED <br />a U) NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a. SECURED W/ 2- PART <br />¢ <br />SPACING. SINGLE BTM. PLATE <br />1/2k9' WEDGE ANCHOR W/2• <br />BTM. PLATE TO BE PT. <br />W/FLANGE ®BASE <br />a- S EPDXY. MIN. EMBED <br />( <br />70 BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />— 8', LINO <br />PLATE <br />EPDXY S12' EMBED. MIN. 016' OC <br />SLAB W/10d MASONRY <br />o <br />a a FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 18' O/C STAGGERED. <br />2 ¢ SPECIFICATIONS FOR <br />V) ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />2 m AND USE <br />ANCHORS W/ tOtl x 1 1/2' <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 2 1/4' <br />F PREPARATION OF <br />C7 HOLE. <br />COMMON NAILS FILL ALL N <br />REQUIRED WHEN NO <br />/n UPLIFT IS PRESENT. <br />TAPCON3 <br />w a: <br />HOLES, DO NOT USE 10d w <br />u1 <br />} <br />x 3' ¢ SEE SLAB SCHEDULE <br />a:SEE SLAB SCHEDULE <br />°QO <br />a <br />a <br />.P <br />TOP OF SLAB _� .=AND <br />SLAB4• <br />CHAMFER (1-STORY)6'CHAMFER <br />(2-STORY)ULE <br />EQ. EQ. SEE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />ADDING <br />BAR TO <br />NTITY <br />AND BAR QUANTITY <br />6GALE: 3/4'=''-°• <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />� SCALE:3l4'=1'-0' (W/UPLIFT) <br />$ 6QALE:3/4•=''-0' (NO UPLIFT) <br />6CALE:3/4'_t'-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' 0/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 />Z <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q " <br />a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />o <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ <br />W <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />d <br />CONNECTORS NOT <br />¢O N <br />8' CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />POURED LINTEL CONT. (TYP.) <br />;: <br />8' CMU FILLED CELL (TYP.) <br />TOP OF SLAB+0" <br />SEE SLAB SCHEDULE <br />I< <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />+- d-0' <br />Z <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />n• <br />g <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 />0..� _ <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.`g---' <br />3 a <br />FOR BAR SIZE <br />FOR WxD, BAR SIZE <br />BAR QUANTITY <br />AND BAR <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />`� SCALE: 3/4"=,'-o• (NO UPLIFT) <br />10 <br />SCALE: 3/4'=1'•0" <br />11 SCALE: 3/4'=V-0• <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />C <br />21 <br />aUBDIV a. LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK #15 <br />PROJffiCT# <br />04181.000-11151 <br />MODEL' <br />4EBB <br />"1828—CALI" <br />GARAGE SMING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DRINT <br />ATE: 09/Ol/20 <br />8CALM 1/4"=1'-0" <br />BItEET <br />S1.1A <br />