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31 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />? <br />STEEL REINFORCING IN GROUTED <br />j[� — <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />. F <br />vP s <br />SPACING REQUIREMENTS <br />a <br />SPACING REQUIREMENTS <br />1 ° <br />" � <br />GARAGE DOOR <br />w <br />sn <br />RECESS <br />Ba <br />fe <br />�dN <br />a� <br />> <br />FM <br />9 <br />6 CMU WALL <br />8CMU WALL <br />" <br />I .. CORNER BARS, SAME SIZE AS LARGER BAR <br />Gz <br />s <br />I. f <br />+- <br />IN FOUNDATION WITH 30" LEG EACH <br />>I <br />H w <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />_. ' SO THAT THE STEEL REINF. IS CONTINUOUS <br />a, <br />TOP OF SLAB <br />LAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA.EXT. PORCH SLABCHAMFER (,STORY) <br />PORCH <br />1a -VARIESMASONRY <br />♦ SEE SLAB BCHEDUIETOP OF GARAGE <br />° <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />/:p., <br />UNITS SET <br />AT ELEV: <br />ISOLATION CHAMFER (2STORY) #3 18" <br />#4 24" <br />gAND <br />EXT. <br />SBW11Y2" <br />W/ 1/2" ISOLATION4"CHAMFERJOINTWHERE <br />6" CHAMFER (2STORY) <br />APPLICABLE) zEE SCHEDULE 3a' <br />JOINT (WHERE <br />APPLICABLE )FOR <br />♦.#5 4SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />N%0, BAR SIZE <br />#6 36' <br />WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:3/4"=1'-D" <br />@ GARAGE <br />3 <br />4 <br />SCALE: 374"=1'-a' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />m POURED CELL <br />o 8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />c 5 #4 REBAR @24" O.C. ® CENTER OF <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />SLAB <br />LAP TO OCCUR OVER STUD <br />OF WAIL W/ PLAN <br />s , <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />&o� r5' <br />I <br />WALL W/ SYP No 2 STUDS SEE <br />I I <br />2" CAPPED <br />8I NEW REINF. BAR <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />g v', SECURED W/ 2- PART <br />BTM. PLATE TO 8E PT. <br />_ <br />W/FLANGE ®BASE <br />rc 5 EPDXY. MIN. EMBED <br />I <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />° _.4• <br />§ <br />d 8, UNO <br />FOLLOW ALL MANF. <br />SLAB W/10d MASONRY <br />NAIL 16" O/CSTAGGERED. <br />4"CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />ADDITIONAL METAL <br />M ° Y 6"x6" #10 WWM ON <br />USE AND <br />I <br />CONNECTORS NOT <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />REQUIRED WHEN NO <br />O VAPOR BARRIER ON <br />SLAB W/(4)1/4" X 2 1/4" <br />0 4' 4' HOLE. <br />UPLIFT IS PRESENT, <br />1� WELL -COMPACTED <br />11 <br />TAPCONS <br />y <br />> CLEAN FILL TERMITE <br />.}. <br />O <br />Q <br />SEE SLAB SCHEDULE <br />TREATMENT SHALL BE <br />w <br />1� <br />> <br />5 BORA-CARE <br />1 <br />+- 0-a <br />• <br />. P <br />TOP OF SLAB <br />(2) CONT. #4 REBAR <br />a <br />4" CHAMFER (I -STORY) <br />a <br />F <br />6" CHAMFER (2STORY)— <br />° <br />r-4 <br />(2) #5 REBAR ON CHAIRS <br />ziiiI <br />♦ ° <br />N. DEPTH INTO 17' M2,000 PSF VIRGIN SOIL OR 95% <br />I <br />g COMPACTED SOIL <br />EQ EQ <br />VIRGIN OR ENGINEERED SOIL Q <br />n0 <br />SEE SCHEDULE <br />FOR WND, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'4" PER PLAN <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />FOOTING W/ BLOCK WALL <br />5 scALE:3/a"=,'-o" <br />G MONOLITHIC FOUNDATION <br />V SCALE:3/4"=r-o° <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE:3/4"=1'-a' <br />(NO UPLIFT) <br />1A <br />scALE:314"=r-a' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <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 />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />i <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />d a <br />S <br />BTM. PLATE TO BE PT. SECURE BIT. PLATE TO <br />PROVIDE OBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />a <br />16" O/C STAGGERED, <br />O <br />ADDITIONAL METAL <br />w <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />? <br />+- a -a' <br />POURED LINTEL CONT. (TYP.) <br />�' 8" CMU FILLED CELL (TYP.) <br />b <br />- TOP OF SLAB+o'' <br />SEE SLAB SCHEDULE <br />.l< _ <br />I <br />2X WALL FRAMING <br />• SEE SLAB SCHEDULE <br />1/7' DIA. SIMPSON ST82 BOLTS 6" <br />+- 0'-0' <br />a <br />•'° MINIMUM EMBEDMENT INTO <br />TOP OF SLAB -4 • <br />f <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />CENTERED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />°- ° <br />— POURED MONOLITHICALLY WITH <br />°.♦ <br />• <br />4 <br />-'--- r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR S1ZE <br />FOR NWD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I' <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />JU <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE: 3/4"=V-0" (NO UPLIFT) <br />10 <br />SCALE: 3/4"=1'-0" <br />11 SCALE: 3/4"=1'-0" <br />Ii N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />dd <br />6 <br />a <br />s <br />-A <br />s <br />C <br />a <br />ac <br />a <br />9 <br />aUBDIV. & LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #7 <br />PROJECT* <br />04181.000-29071 <br />MODELc <br />4EBB <br />"1828—CALY" <br />GARAGE awsxG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />