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MIN. EACH WAY <br />THIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />�-'` <br />rI �O <br />t_Z_FM�_ <br />m CELL SEE PLAN FOR SIZE AND <br />5 <br />CELL SEE PLAN FOR SIZE AND <br />aSPACING <br />REQUIREMENTS <br />E <br />SPACING REQUIREMENTS111 <br />GARAGE DOOR <br />q <br />RECESS <br />FM <br />w <br />8" CMU WALL <br />6 g <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />e• <br />IN FOUNDATION WITH 30" LEG EACH <br />• <br />m <br />TOP OF SLAB <br />•` �' • <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />r- <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I. <br />CURB FOR <br />• <br />SEE SLAB SCHEDULE <br />EXT. FOR SLAB ° BAR SIZE <br />e 4" CHAMFER (1STORY) <br />W/ <br />.°•-' <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />1/Z' ISOLATION -..• 6" CHAMFER (2STORY) <br />JOINT (WHERE • '. • #4 <br />Wl 1YZ' ISOLATION' <br />4" CHAMFER (I -STORY) <br />6"CHAMFER (2-STORY) <br />> <br />0'-0" <br />APPLICABLE) z SEE SCHEDULE #5 <br />U42' <br />JOINT(WHERE I, •. <br />APPLICABLE) 4' <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />8 FOR MD. BAR SIZE <br />i <br />FOR MD, BAR SEE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N AND BAR QUANTITY <br />ti <br />AND BAR QUANTITY <br />NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO <br />NUMBER <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 scALE: 3l4'=r-a' <br />2 scALE: 3/4'=r-o' <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=V-0" <br />SCALE: 3W=V-0" <br />POURED CELL <br />E� <br />a m 8"CMU <br />LAP TOP PLATE A MIN. OF 48" <br />a #4 REBAR @24" O.C. Q CENTER OF <br />S <br />AND NAIL W/ , 4" COMMON <br />NAILS, 2-ROWS, VERIFY HEIGHT <br />BTM. <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />0 <br />i; <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />i <br />I <br />WALL W/ SYP <br />Z' CAPPED <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />a SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />12'k9" WEDGE ANCHOR W/ 2" <br />W/FLANGE Q BASE <br />5 I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL, TOP <br />WASHER SET IN HIGH STRENGTH <br />• <br />d 8", UNO <br />PLATE <br />EPDXY 5-1/2'EMBED. MIN.® 16" OC <br />§ <br />m <br />a 5 FOLLOW ALL MANF. <br />SLATE <br />SPH4 OR SPH6 MAX. <br />4" CONIC., REINF. W/ <br />V >r . I� <br />( SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />• 6'W' #10 VWJM ON <br />USE AND <br />O <br />ANCHORS W/ 10d x 1 1/Z' <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />OF <br />_ <br />w2 w VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 21/4" <br />4 <br />g HOLE <br />1'iY WELL -COMPACTED <br />- • �� <br />TAPCONS <br />HOLMESODO NOT USE 10d w <br />HOLES, <br />W <br />CLEAN FILL TERMITE <br />x 3 SEE 51A8 SCHEDULE <br />TREATMENT SHALL BE <br />�QO <br />a 4 BORA-CARE <br />0'-0' <br />1 <br />TOP <br />OF SLAB J ° <br />(2) CONT, #4 REBAR <br />4" CHAMFER IT -STORY) <br />a <br />t(2) <br />6" CHAMFER (2-STORY) <br />4.�� <br />a <br />a #5 REBAR ON CHAIRS <br />• <br />a. <br />? <br />17' IN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />EO EO <br />MBAR <br />SLAB HEIGHT LESS THAN 3'.6" PER PLAN <br />BOLLARD <br />FOSEE RMID SIZE <br />AND BAR QDANrnY <br />5 <br />ADDING BAR TO <br />EXTERIOR MONO DEEP <br />FOOTING W/ BLOCK WALL <br />scALE:3a"=,'D" <br />C MONOLITHIC FOUNDATION <br />V SCALE: 3/4"=1'-0" <br />. INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE: 3/4"=1'-0" <br />1A <br />(W/ UPLIFT) <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 />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />E <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE 8T. PLATE 70 <br />SLAB RE ST MASONRY NAIL <br />SLAB <br />SLAB Wl10d MASONRY <br />STAGGERED. <br />NAIL 1Z' O/C STAGGERED. <br />ADDITIONAL METAL <br />m <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />REQUIRED WHEN NO <br />;.o,. <br />w UPLIFT IS PRESENT. <br />8"CMU FILLED CELL TYP.) <br />( <br />TOP OF SLAB <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2' DIA, SIMPSON STB2 BOLTS 5" <br />[SEE <br />+-0' <br />MINIMUM EMBEDMENT <br />tl_'O <br />TOP OF SLOB � <br />TOP OF SLAB <br />�'4 • <br />� <br />� "ISOLATED" COLUMN PAD <br />4"FROME <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />• <br />POURED MONOLITHICALLY WITH <br />�_ <br />• —4 4 - <br />4 <br />y # <br />FOUNDATION AND SLAB <br />• <br />SEE SCHEDULE <br />4 <br />SEESCNEDULE <br />- FOR WAD, BAR SEE <br />0 40 ' <br />FOR IMD, BAR SIZE <br />/ AND BAR QUANTITY <br />AND BAR QUANTITY <br />� /AL <br />EQ. EQ. FORSEE <br />FOR WxD, BAR 512E <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />9 SCALE:3/4"=1'-0' <br />(NO UPLIFT) <br />1O BQALE:3/4=, � <br />11 SCALE: 3/4"=i'-0" <br />SCALE. 3/4 _,-0• <br />(NO UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />4 <br />a <br />QL <br />r USIDM & LJOTC1 <br />ABBOTT PARK <br />LOT #12 <br />BLK #14 <br />PHASE #4C <br />PROJECT* <br />04181.04C-12141 <br />MODELt <br />4EAB <br />"1672-ARIA" <br />GARAGE EKING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />F—pmAmm 02/07/22 <br />aCALX: 1/4"=1'-0" <br />a*=l= <br />s1.1A. <br />