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3W <br />MIN. EACH WAY <br />N <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />} <br />I, <br />STEEL REINFORCING IN GROUTED <br />c . ° <br />CELL SEE PLAN FOR SIZE AND <br />4 d CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTSGARAGE <br />SPACING REQUIREMENTS <br />Q <br />DOOR <br />mQQ <br />f7] W <br />4 w <br />W RECESS <br />U <br />J Q <br />V a <br />° FM <br />g J7 <br />N - Z 8"CMU WALL <br />OW 6' CMU WALL <br />I . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />W W 19.O <br />m Z <br />dS +- 0-0" <br />, .1 IN FOUNDATION WITH 30" LEG EACH <br />"-111 d <br />W U <br />U <br />+- V-0,, <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ..,v a SO THAT THE STEEL REINF. IS CONTINUOUS <br />t0 <br />TOP OF SLAB <br />/, .. <br />• <br />° I MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4' CHAMFER (1STORY) <br />° #3 19, <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLABER <br />° TBAR <br />° v. . 'ILL CONTINUOUS STEEL MONOLITHICUNITS <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />" 7p. AT ELEV: <br />W/1/Z'ISOLATION 6"CHAMFER (2STORY) <br />JOINT (WHERE . .,< #4 24" <br />(1STORY) <br />W/ 1/2" ISOLATIONER (2STORY)JOINT(WHERE <br />0'-0" <br />APPLICABLE) Z SEE SCHEDULE 30'DULE <br />APPLICABLE) ZAR <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXO, BAR SIZE <br />#6 36 <br />SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />ANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 4T <br />N <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />O�TEXR <br />E: 34"=1'� <br />2 @ GARAGE SCALE:3W4 1'4' <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />? (1) #5 REBAR VERTICALLY W/ CONC. <br />f U POURED CELL <br />Q R 1,117FI IF 8" CMU <br />LAP TOP PLATE A MIN. OF 49' <br />y IA lit <br />AND NAIL W/ 16d COMMON <br />¢ #4 REBAR (924" O.C. C CENTER OF <br />NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT <br />Wm gFII.F SLAB <br />LAP TO OCCUR OVER STUD - OF WALL W/ PLAN <br />C W <br />W <br />2x4 OR 2(6 WOOD BEARING PROVIDE BLOCKING <br />O <br />WALL W/ SYP <br />x'U I <br />2" CAPPED <br />> U NEW REINF. BAR <br />O a <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />SECURED W/ 2- PART <br />g <br />SPACING. SINGLE BTM. PLATE 1/Yk9" WEDGE ANCHOR W/ 2" <br />W/FLANGE ® BASE <br />EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />• - <br />Q UNO <br />< — <br />PLATE <br />EPDXY 5-10EMBED. MIN. 0 16' OC <br />19 <br />i+/ <br />= K SPLLOW ALLLIONS FOR <br />SIMPSON SPH4 SPH6 MAX. <br />4" GONG, REINF. W/ <br />< USE AND <br />I <br />LA <br />BTM AND TOP PLATE <br />6 MI #t0 W ET ON <br />S to 6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />H m PREPARATION OF <br />O 4 <br />ANCHORS W/10tlx 112" <br />COMMON NAILS FILL ALL <br />C0 W VAPOR BARRIER ON <br />SLAB W/(4),/4" X 21/4" <br />HOLE. <br />Z <br />/n <br />HOLES, DO NOT USE 10d W <br />W -0" WELL -COMPACTED <br />TAPCONS <br />W <br />3" SEE SLAB SCHEDULE <br />CLEAN FILL TERMITER.— <br />111 TREATMENTx <br />I SHALL BE <br />BORALARE <br />OP <br />TOF SLAB <br />• <br />,P <br />: I (2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />- <br />• < f <br />6'CHAMFER (2-STORY)• <br />q�- <br />° (2) 05 REBAR ON CHAIRS <br />. <br />• < • • e <br />Z K 2,000 PSF VIRGIN SOIL OR 95% <br />12'• MIN. DEPTH INTO <br />EQ. EQ. EE SCHEDULE <br />> <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />p <br />SLAB HEIGHT LESS THAN 3'-6" U PER PLAN <br />J BOLLARD <br />ADDING BAR TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />SCALE: 3l4"=1'-(Y' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />c <br />V <br />6DALE:34"=1-0' (W/UPLIFT} <br />FOOTING W/ BLOCK WALL <br />SCALE 3/4"=V- <br />1A <br />SCALE: 34"=1'-0" <br />LAP TOP PLATE A MIN, OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, IV O/C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 26 W000 BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT, <br />WALL WI SYP No 2 STUDS SEE <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />O > <br />C. <br />SLAB W/tOd MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />W <br />NAIL i6" O/C STAGGERED. <br />ADDITIONAL METAL <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />CONNECTORS NOT <br />N <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />O 8•' CMU WALL <br />W UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />2 +- 0'-0" <br />LINTELPOURED CONTYP.JT. P ) <br />8 CMU FILLED CELL <br />.I �F-��� - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />Q <br />SEE SLAB SCHEDULE <br />?X WALL FRAMING <br />1GR <br />SEE SLAB SCHEDULE <br />1/7• DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB -_*.. <br />Z ? s <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB -q• <br />"ISOLATED" COLUMN PAD <br />OUTED CELL, 4" FROM ENDS AND <br />m CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />. <br />POURED MONOLITHICALLY WITH <br />• <br />y * <br />• -�— FOUNDATION AND SLAB <br />e411 `s <br />SEE SCHEDULE <br />'g <br />SEE SCHEDULE <br />. / <br />WxD, R SIZE <br />EQ. EQ. _--SEE SCHEDULE <br />FOR MD, BAR SIZE <br />✓ AND BAR QOR <br />UANTITY <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />/II.. <br />(� I <br />'-LH1 <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />8 scALE:34"=ra' (NO UPLIFT) <br />9 scALE:3a"=ra' (NO UPLIFT) <br />'" SCALE 3/4•'=l'-0" <br />11 SCALE:3/4"=1'-0' <br />1 N, RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />wwwAbdesigngroup•com <br />AA #: 0003325 <br />Z <br />O <br />�O <br />aUDDiv ag LOT: <br />14 <br />ABBOTT PARK <br />LOT #5 <br />BLK. #9 <br />PROJZCT# <br />04181.000-05091 <br />MODZL• <br />4EBB <br />"1828—CALI" <br />GARAGE awsxa: <br />LEFT <br />PAGE; <br />DETAILS <br />160 MPH EXP. C <br />DRmT <br />A 5/05/21 <br />aHZZT <br />S1.1A <br />