Laserfiche WebLink
MIN. EACH WAV <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />v • <br />CELL SEE PLAN FOR SIZE AND <br />5 i <br />CELL SEE PLAN FOR SIZE AND <br />,•'p . . <br />SPACING REQUIREMENTS <br />Q <br />SPACING REQUIREMENTS <br />1 ' • �,,;�—• <br />GARAGE DOOR <br />�FM <br />RECESS <br />D m <br />0. <br />8" CMU WALL <br />8"CMU WALL <br />�. SAME SIZE AS LARGER BAR <br />I� CORNER BARS, <br />w° <br />B• <br />b ? <br />0'-0" <br />,(� IN FOUNDATION WITH 30" LEG EACH <br />T '' <br />y y <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• SEE SLAB SCHEDULE <br />• • 4 BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4"CHAMFER (15TORY) <br />18" <br />• <br />• <br />EXT. PORCH SLAB <br />- VARI S•I <br />SEESLAB SCHEDULE TOP OF GARAGE <br />4"CHAMFER <br />.I.I� I� <br />w: CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�:a <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/Z' ISOLATION 6"CHAMFER (2STORY) <br />^ ` <br />• <br />W/1/2'ISOLATION <br />(1-STORY) <br />8"CHAMFER (2-STORY) <br />01_0• <br />JOINT(WHERE �il4 24'• <br />APPLICABLE i SEE SCHEDULE #5 30" <br />JOINT <br />APPLICAB ERE A. , <br />SEE SCHEDULE <br />..' <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WAD, BAR SIZE <br />#6 36'' <br />i <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE EAST <br />jV AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />r,-"\EXTERIOR MONO -FOOTING <br />r��EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3/4"=1'-0" <br />L @ GARAGE <br />SCALE:3/4"=1'lY' <br />CORNER BARS DETAIL <br />4 <br />DOOR OPENING <br />SCALE: 3!4"=1'-0" <br />SCALE: 3!4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w POURED CELL <br />CMU <br />5 a 4 REBAR 024" O C. CENTER OF <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br /><O xQ <br />1 F <br />NEW REINF. BAR <br />x <br />SECURED W/ 2- PART <br />9.1 <br />3 i <br />' <br />7'CAPPED <br />EPDXY. MIN. EMBED <br />GALVANIZED PIPE <br />a a <br />•, 4• <br />• 4 <br />W/FLANGE BASE <br />FOLLOW ALL MANE. <br />x <br />>r I 4" CONC., REINF. W/ <br />z m ( SPECIFICATIONS FOR <br />e <br />o % <br />• 1 "x8' #10 WWM ON <br />4 <br />USE AND <br />i PREPARATION OF <br />8" CMU WALL <br />� -MIL POLY ETHYLENE <br />rn <br />� q^ a• HOLE. <br />w VAPOR BARRIER ON <br />• I,I WELL -COMPACTED <br />SECURE FLANGE TO <br />0.-0. <br />b <br />ell <br />TOP OF SLAB <br />CLEAN FILL TERMITE <br />• <br />SLAB W!(4) 1/4" X 2114' <br />I• <br />1 TREATMENT SHALL BE <br />}} e S' BORA-CARE <br />TAPCONS <br />i° Q• <br />' <br />SEE SLAB SCHEDULE <br />•� <br />u <br />.I� •° <br />(2) CONT. #4 REBAR <br />• f <br />P� <br />4"CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />i <br />f E <br />a ,Tt'-' <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />' 4 .' (2) i/6 REBAR ON CHAIRS <br />• <br />lLw� <br />�? FOUNDATION AND SLAB <br />.: <br />4 <br />�• SEE SCHEDULE <br />12" MIN. DEPTH INTO 2,DD0 PSF VIRGIN SOIL OR 95% <br />I <br />FOR R SIZE <br />AND BARB QUANTITY <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />9 <br />L <br />SLAB HEIGHT LESS THAN 3'f" PER PLAN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />FOOTING AND COL. PAD <br />C <br />7 <br />FOOTING W/ BLOCK WALL <br />SCALE 34"=1'-0 <br />1 A <br />SCALE: 3/4"=l'-U <br />LAP TOP PLATE A MIN. OF 48' <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 />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4'O/C BTM. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING, 31NGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT, <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGE <br />SECURE B7. PLATE TO <br />SLAB WI10d MASONRY <br />BTM. PLATE L. O PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB WS 0d MASONRY NAIL <br />NAIL 16' O/C STAGGERED. <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />•. POURED LINTEL CONT. (TYP.) <br />z SEE SLAB SCHEDULE <br />8" CMU FILLED CELL(TYP,) <br />SEE SLAB SCHEDULE <br />+-0'-0" <br />2X WALL FRAMING <br />TOP OF SLAB ^4-.�, '....4 <br />+ '_0" <br />1/2" DIA. SIMPSON ST82 BOLTS S" <br />• <br />TOP OF SLAB <br />•'a• <br />MINIMUM EMBEDMENT INTO <br />�. <br />'! �_ . q.. ,. a. <br />GROUTED CELL, 4" FROM ENDS AND <br />16" O.C. VERTICALLY MAX <br />e; <br />t'&Awry <br />79 <br />SEE SCHEDUIE <br />EQ, ED, E <br />FM MD, BAR SIZE <br />AND BAR QUANTITY <br />IZE <br />r.-"\INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION <br />9 SCALE 34"=''� <br />WOOD WALL <br />(NO UPLIFT) <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />3°ALE 34"=''�' (NO UPLIFT) <br />11 SCALE 3l4"=1'1T <br />1441 N. RONALD REAGAN EllLONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdeBigngroup.com <br />L AA #: 0003326 <br />p <br />v <br />Q <br />N <br />W <br />f <br />0 <br />sVHDIV. at LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #9 <br />PROJECT* <br />04181.000-14091 <br />MODEL: <br />E401 <br />"2828-ENSLEY' <br />GARAGE 81WMG: <br />RIGHT <br />PAGE: <br />DETAILS AC J <br />1 H EXP. <br />10 <br />SCALE: 1/4"=1'-0" 1 <br />S1.1A <br />