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30 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />g <br />g ^ <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />g <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />s v <br />P_ <br />a <br />�� <br />°�.F • °: .. �'`- ' <br />1 <br />GARAGE DOOR <br />m <br />I lv. <br />RECESS <br />$O <br />Oq <br />rca <br />O <br />> FM <br />qq <br />e' <br />i <br />8" CMU WALL, <br />8" CMU WALL <br />. > _ CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W <br />b <br />•- 0'-0' <br />• IN FOUNDATION WITH 30' LEG EACH <br />o <br />+_ U-0 <br />TOP OF SLAB <br />(jjl�/�� WAY AT ALL CHANGES IN DIRECTIONS <br />I .• •'� ( SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />A.r. <MATCH <br />AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />4'BAR <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA. <br />4"CHAMFER (15TORY) <br />18 <br />EXT. PORCH SLAB4" <br />UAND <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />T=p. AT ELEV: <br />W/ 1f2" ISOLATION'.° <br />(WHERE • • <br />6"CHAMFER (2STORY) <br />#4 24" <br />W/ 1/2"ISOLATION <br />CHAMFER (1STORY)JOINT <br />6" CHAMFER (2STORY)APPLICABLE) <br />i <br />SEE SCHEDULE <br />JOINT (WHERE30" APPLICABLE <br />) <br />BEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WAD, BAR SIZE <br />AND BARQUANTITY #6 3S' <br />iFOR <br />waD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />z <br />g w <br />POURED CELL <br />T. <br />c w <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />5 <br />#4 REBAR 24" O C <br />® - ' 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />0 <br />Vr <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />10 x,Q <br />5' <br />� I <br />WALL W/SYP <br />Q <br />I <br />2' CAPPED <br />GALVANIZED PIPE <br />NEW REINF. BAR <br />H SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR SECURE BT, PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE 1/ZW" WEDGE ANCHOR W/ Z' <br />W/FLANGE ® BASE <br />I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />t 8", LINO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />S FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX <br />4" CONC., REINF. W/ <br />USE AND w I SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />k6" #10 WWM ON <br />l 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />u�i 4• a' <br />ANCHORS W/ 10d x 1 ALL <br />COMMON NAILS FILL ALL <br />v. <br />VAPOR BARRIER ON <br />SLAB 1/4"X 21/4" <br />HOLE. <br />HOLES, DO NOT USE 10d w <br />T <br />• I I I � WELL -COMPACTED <br />TAPCONS NS <br />x 3" SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />} <br />a <br />TREATMENT SHALL BEp'�, <br />BORA-CARE <br />TOP OF SLAB ° <br />° I (2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />° <br />f <br />6" CHAMFER (2-STORY)— <br />•. ' (2) #5 REBAR ON CHAIRS <br />MIN. DEPTH INTO <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ EQ <br />V <br />VIRGIN OR ENGINEERED SOIL o <br />COMPACTED SOIL <br />FOSEE SCHEDULE <br />R WAD, BAR SIZE <br />SLAB HEIGHT LESS THAN T-61 <br />PER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />SCALE:-0" <br />c MONOLITHIC FOUNDATION <br />V SCALE:34"=1'-0 <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE: 3/4"=1'-0"(W/UPLIFT) <br />W/ BLOCK WALL <br />877ALE:G <br />3hV=l'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON1! <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />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 <br />OF WALL W/PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2z4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />m <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />4/// SECURE ST. PLATE TO <br />d n <br />E <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />SLAB W/10d MASONRY <br />12' O/C STAGGERED. <br />a <br />NAIL 12' 0/C STAGGERED. <br />ADDITIONAL METAL <br />O <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8" CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT.T. <br />i +-0-0 <br />�. POURED LINTEL CONT. (TVP.) <br />UPLIFT IS PRESENT. <br />_ <br />'' 8" CMU FILLED CELL (TYP.) <br />•: <br />b TOP OF SLAB <br />I�~SEE <br />w <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />tl�. <br />SLAB SCHEDULE <br />12" DIA. SIMPSON ST82 BOLTS 5" <br />-0' <br />o'-a' <br />? ♦ <br />` ti` MINIMUM EMBEDMENT INTO <br />'OP OF SLAB - �� <br />TOP OF SLAB <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />4 <br />to <br />° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />• <br />4 <br />y • <br />-- — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />• <br />SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />FOR ViAD, BAR SIZE <br />. / AND BAR QUANTITY <br />AND BAR QUANTITY <br />,AL <br />✓` <br />EQ. E0, SEE SCHEDULE <br />� <br />�'�jpJ <br />FOR WAD, BAR SIZE <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 <br />FOUNDATION WOOD WALL <br />9 <br />10 SCALE:34"=1'-0" <br />11 <br />$ <br />SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />SCALE:34"=1'-0" <br />scALE.3/a-1-a <br />(NO UPLIFT) <br />d N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA is 0003325 <br />1 <br />d <br />s <br />4 <br />f: <br />muBDiv ae Loll <br />l <br />ABBOTT PARK <br />LOT #6 <br />BLK #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-06121 <br />MODEL• <br />4EBB <br />"1828—CALY" <br />GARAGE 3TnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />