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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />IV <br />' — — <br />STEEL REINFORCING IN GROUTED <br />i STEEL REINFORCING IN GROUTEDs�""` <br />P v <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />d�d _ CELL SEE PLAN FOR SIZE AND <br />S SPACING REQUIREMENTS <br />f <br />• P' <br />as <br />GARAGE DOOR <br />RECESS <br />FM <br />9a <br />O 8" CMU WALL <br />8" CMU WAU- <br />I. .. CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30' LEG EACH <br />.+ B' { <br />m <br />b +- 0-0' <br />• <br />•, WAY AT ALL CHANGES IN DIRECTIONS <br />- �. <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS COMINlK1US <br />TOP OF SLAB <br />v <br />MATCH AMOUNT OF CONTINUOUS BARS <br />v <br />CURB FOR <br />a.I <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (iSTORY) <br />... <br />- 4 • SEE SLAB SCHEDULE TOP OF GARAGE <br />E. PORCH SLAB <br />.v <br />•IT LL <br />• R. I .I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />- MASONRY <br />UNITS SET <br />v:d, AT ELEV: <br />W1112" ISOLATION 6" CHAMFER (2STORY) <br />^ • � <br />4" CHAMFER (I -STORY) <br />W/,/2' ISOLATION 6" CHAMFER <br />JOINT (WF,ERE i • #4 24" <br />APPLICABLE) SEE sCHEOULE 1Rvi 3O' <br />l" :. (2-STORY) <br />JOINT (WHERE •! • <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />3 FOR MD, BAR SIZE <br />#6 36' <br />APPLICABLE) ?. <br />i FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />f <br />AND BAR OUAfmY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE BARS), UNO <br />#7 42 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />o <br />2 scALE:34"=,-6 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />scALE:3r=, <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4'=,'fi <br />SCALE: 3/4"=,•-0" <br />(1) #5 REBAR VERTICALLY Wl CONIC, <br />u. <br />POURED CELL <br />o a <br />8" CMU <br />LAP TOP PLATE AMW. OF 46' <br />Co. <br />AND NAIL W/ l6d COMMON <br />S <br />#4 REBAR Q24" O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />OF WALL W/ PLAN <br />SLAB <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />a <br />O <br />I <br />WALL W/ SYP <br />I <br />2" CAPPED <br />GALVANIZED PIPE <br />U NEW REINF. BAR <br />SECURED W/ 2-PART <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W1 <br />SPACING. SINGLE BTM. PLATE <br />1/2"z0" 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 />8", LINO <br />PLATE EPDXY 5-1/2" EMBED. MIN. 16.00 <br />•. c• <br />§ <br />§ <br />i FOLLOW ALL MAW. <br />SIMPSON SPH4 OR SPH6 MAX. <br />it 4" CONC., REINF- VY/ <br />m <br />» % SPECIFICATIONS FO2 <br />AND T O <br />n .j "x6"#10VWNON <br />I USE AND <br />ANCHORS W/,OdxBTM <br />11(T <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />4" 4" PREPARATIONOF <br />COMMON NAILS FILLALL <br />.I�•, <br />APOR BARRIER ON <br />SLAB W(4) 1/4" X 2 1/4" <br />O HOLE. <br />HOLES, DO NOT USE 10d <br />w I Td' WELL -COMPACTED <br />• I I <br />TAPCONS <br />z3" SLAB SCHEDULE <br />.. CLEAN FILL TERMITE <br />f 111 <br />" <br />a <br />TREATMENT SHALL BE <br />c <br />..�... BORA-CARE <br />P <br />QQ <br />.Q <br />[SEE <br />0-0 <br />TOP OF SLAB - �� '• <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />. f <br />6" CHAMFER (2-STORY) <br />^�• - <br />4 (2) #5 REBAR ON CHAIRS <br />12" MIN. DEPTH INTO .1 ` 2,000 PSF VIRGIN SOIL OR 85% <br />Ea ED. <br />VIRGIN OR ENGINEERED SOIL �j COMPACTED SOIL <br />SLAB HEIGHT LESSTHAN3S" PER PI/W <br />BOLLARD <br />5 <br />ADDING BAR TO <br />µoM Q R <br />EXTERIOR MONO DEEP <br />SCALE: 3 4"=,'-0' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SGALE(W/ UPLIFT) <br />TING W/ BLOCK WALL <br />Sf�L <br />scALE:34'=r-a' <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. 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 OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />PLANS FOR SPACING. SINGLE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />a <br />BTM. PLATE TO BE FT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SLAB W/,Od MASONRY NAIL <br />Q - <br />SLAB W/10d MASONRY <br />12" O/C STAGGERED. <br />Q 6 <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />D y <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8" CMU WALL <br />CONNECTORS <br />REQUIRED WHEN NO <br />POURED LINTEL CONT. (TYP.) <br />REQUIRED WHENEN N NO <br />UPLIFT IS PRESENT. <br />1•�. <br />UPLIFT IS PRESENT. <br />( ,) <br />8" CMU FILLED CELL TVP <br />I•_ _ <br />/ - —� TOP OF SLAB <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />iii SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5' <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB - <br />TOP OF SLAB'4 a <br />..ISOLATED" COLUMN PAD <br />s m—, <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />,6" O.C. VERTICALLY MAX <br />'�_ <br />• <br />POURED MONOLITHICALLY WITH <br />• <br />4� - <br />__ •-� <br />„ - - FOUNDATION AND SLAB <br />a <br />SEE SCHEDULE <br />d • <br />SEE SC MILE <br />-' FOR MD. BAR SIZE <br />S <br />FOR WXD, BAR SIZE <br />./ AND BAR QUANTITY <br />EQ. EQ SEE SCHEDULE <br />AND BAR QUANTITY <br />/Ali <br />li� <br />FOR WAD, BAR SIZE <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />9 SCALE 314"=1'-a' (NO UPLIFT) <br />10 sG"LE:34"=''°' <br />11 SGALE:a4"=,'-a' <br />SCALE: 3J4"="°' (NO UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwAbdesWWouµwm <br />AA $: 0003325 <br />Fa <br />4 <br />y <br />4 <br />auHn:v. ae LOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK #8 <br />PHASE 2A <br />PROJECT/ <br />04181.000-19082 <br />a10DRI : <br />4EBB <br />"1828—CALI" <br />GARAGE 8WVWG: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />