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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />F p <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />^ <br />CELL SEE PLAN FOR SIZE AND <br />° <br />.�..• <br />�' <br />g <br />02 <br />SPACING REQUIREMENTS <br />o <br />c <br />SPACING REQUIREMENTS <br />"••�• v: <br />{I • <br />E, <br />�QJ <br />w <br />.I; Iv.{ • ��...° <br />GARAGE DOOR <br />RECESS <br />m <br />FM <br />•_� <br />a <br />8" CMU WALL <br />ro ? <br />8"CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />I <br />w <br />+- D-c <br />z <br />+- 0'- 1 <br />. • <br />0 WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />i�—^^�'-"7 <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OFCONTINUOUS BARS <br />SEE SLAB SCHEDULE <br />e• DIAB <br />EXT. PORCH SLAB ^ 4" CHAMFER (1STORY) <br />i/2"ISOLATION <br />' ''• <br />EXT. PORCH SLAB <br />OPOMASONRY <br />SEE SLAB SCHEDULE +RAGE <br />1STORY6" <br />�a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />AT ELEV4"CHAMFER <br />rnJOINT(WHERE <br />CHAMFER (2-STORY) <br />`. �'� <br />W/ 1/7' ISOLATION � <br />( )0_pW/ <br />6"CHAMFER (2STORY)APPLICABLE)i <br />sEE scHEDULE <br />M#742" <br />SEE SCHEDULEFOR <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />MD, BAR SIZEPi9. <br />AND BAR OUANTRV <br />FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTmNUMBER <br />OF BARS (1°. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />SCALE: 3/4"=1'-0" <br />@ GARAGE <br />SCALE: 3/4"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'4" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w <br />POURED CELL <br />q8"CMU <br />LAP TOP PLATE A MIN. OF 49' <br />a <br />04 REBAR 4" O.0 . ®CENTER OF <br />AND NAIL W/ S, COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />:5 <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />0 <br />a o <br />z <br />z$ 5 <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />I r <br />W NEW REINF. BAR <br />SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR <br />PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE SECURE ST.EDGE <br />— <br />' <br />2"CAPPED <br />6@ <br />n 5 I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP 1!2'k9" WEDGE ANCHOR W/7' <br />GALVANIZED PIPE <br />$ O <br />WASHER SET IN HIGH STRENGTH <br />PLATE EPDXY 5-1/2" EMBED. MIN. <br />�, e• <br />• <br />W/FLANGE BASE <br />o FOLLOW ALL <br />FOLLOW F. <br />16"OC <br />§ <br />ry I - 4" CONG, REINF. W/ <br />w NS <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />M <br />J 'r 'k6' #10 WWWM ON <br />z <br />I USE AND <br />BTM AND TOP PLATE <br />6-MIL POLY ETHYLENE <br />i PREPARATION OF <br />ANCHORS W/ 1 Od x 1 12' <br />w <br />VAPOR BARRIER ON <br />q„ 4, <br />HOLE. <br />COMMON NAILS FILL ALL <br />_ <br />• �� ra^ WELL -COMPACTED <br />SECURE FLANGE TO <br />HOLES, DO NOT USE 10tl w <br />. � CLEAN FILL TERMITE <br />SLAB WI(4) 1/4" X 2llf' <br />8 } <br />x 3 SLAB SCHEDULE <br />TREATMENT SHALL BE <br />e S' BORA-CARE <br />TAPCONS <br />QO <br />�L <br />[SEE <br />a_ <br />O <br />•u.• <br />.Q <br />I" <br />TOP OF SLAB ��.• <br />(2) CONT. #4 REBAR <br />R (1-STORY) <br />F6�'CHAMFER <br />•; <br />f <br />(2-STORY) <br />e.�� ., <br />' e (2) #5 REBAR ON CHAIRS <br />17' MIN. DEPTH INTO <br />z 2,D00 PSF VIRGIN SOIL OR B5% <br />VIRGIN OR ENGINEERED SOIL <br />COMPACTED SOIL <br />EQ. EQ. SEE SCHEDULE <br />SLAB HEIGHT LESS THAN 3'8' <br />PER RLAN <br />ADDING BAR TO <br />FOR wxD, BAR SIZE <br />AND BAR QUANTRY <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />���INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING W/ BLOCK WALL <br />J <br />SCALE:3/4'�1'-0" <br />O SCALE:3/4"=1'-(Y' <br />6DALE:3/4""'�' <br />1A <br />(W/ UPLIFT) <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 49" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP No 2 STUDS SEE <br />PLANE FOR SPACING. SINGLE <br />LAP TO OCCUR OVER STUD <br />2<q OR 2x6 WOOD BEARING <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />4/F <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />ADDITIONAL METAL <br />16" O/C STAGGERED. <br />n <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />% <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />8"CMU WALL <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />rc SLAB SCHEDULE <br />b TOP OF SLAB <br />'t <br />[SEE <br />> <br />SEE SLAB SCHEDULE <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />•' <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />�= • ��=a <br />L 4 • CENTERED UNDER WALLAND <br />• <br />+ <br />-� POURED MONOLITHICALLY WITH <br />e <br />e� <br />1 <br />. FOUNDATION AND SLAB <br />• <br />e <br />SEE SCHEDULE <br />SEE SCHEOULEFOR <br />"' " ' FOR WxD BAR SRE <br />EQ. EQ. SEE SCHEDULE <br />./ AND BARQUANTnY <br />FOR MO. BAR SIZE <br />AND BAR <br />ANDBAR,BARS2E QUANTRY <br />,XL <br />JUN <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION <br />(�9SCALE: <br />WOOD WALL <br />,,, FOOTING AND COL. PAD <br />I V SCALE: 3/4"=1'-0 <br />3/4"=1'17' <br />(NO UPLIFT) <br />3/4"=T-17 <br />(NO UPLIFT) <br />d N, RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngtoup.com <br />AA #: 0003326 <br />Zp <br />F <br />d <br />SVHDrv. & 1,07, <br />ABBOTT PARK <br />LOT# 31 <br />BLK 7 <br />PROJECT <br />04181.00 -31071 <br />MODEL: <br />4EWB <br />"1499-FREEPOI T" <br />GARAGE OWnM: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 IMPH EXP. C <br />