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i <br />1 _-1 A I I - __L LI 1 I'III tip I�#''I ; .. <br />FIELD VERIFY <br />THIS DIMENSIC <br />W/ STAIR LEN <br />AND DOOR AB <br />MIN 4B". AND <br />ALSO AVOID 1 <br />ELEC BOXES 4 <br />CONDUITS BEL <br />FIELD VERIFY <br />STAIR DIMENS <br />PROVIDE TRIM FLASHING <br />COVER EXPOSED EDGE C <br />CUT PANEL <br />6" PIPE <br />BOLLARDS <br />IB" LEVEL <br />SURFACE <br />A STAIR PLAN <br />SCALE: 1/4"=1'-0" <br />14'-10"± <br />EXISTING TILT WALL PANELIlk <br />ELEVATION A <br />SCALE: 1/4" = P-O" <br />B" REINFORCED WALL/CURB TO <br />FOLLOW SLOPE OF RAMP. WITH <br />4 36"NIGH HAND RAIL (42" IF F.F. <br />200 HEIGHT IS ABOVBY E 24") SUPPLIED <br />— — — — —OWNER <br />RAMP DOWN <br />TO EXISTING <br />14'-6" <br />EXISTING RAMP <br />DRIVE <br />ENLARGED <br />C RAMP AREA <br />SCALE: 1/4"=V-0" <br />REUSE <br />GUARD RAIL <br />WALL REINFORCMENT <br />(3) # 4's LONGITUDINAL <br />WITH #5's DOWELS OUT / B <br />OF FTG. @ V-0" O.C. <br />:4 0.f: <br />42" HIGH <br />GUARDRAIL <br />(TYP AT ALL <br />PRE-FAB STEEL STAIR SYSTEM. <br />ELEV ABV 24" <br />PREFAB STEEL MANUF TO PROVIDE <br />SIGNED AND SEALED SHOP DWGS <br />\. <br />EXISTING <br />WALL <br />\ � <br />4'-0" <br />7'-211± <br />�\ o <br />FIELD VERIFY <br />TO AVOID <br />\ s <br />ELEC BOXES / <br />CONDUIT <br />BELOW <br />FIELD <br />- VERIFY THIS <br />co <br />DIM W/ <br />ACTUAL ,� <br />' GRADE ELEV. <br />MODIFY AS <br />NEEDED. MAX <br />7" RISER <br />7" RISERS MAX. <br />4'-0" 11" TREADS MAX. <br />CUT AND REMOVE <br />8'x10' HIGH AREA <br />OF PANEL FOR NEW <br />DOOR. PROVIDE <br />ADEQUATE SHORING <br />AS NEEDED <br />EXISTING DOOR <br />— AND STAIRS <br />WITH HANDRAIL <br />TO REMIAN <br />0 <br />6" THICK 3000 PSI <br />■ o a_ REINFORCED WITH <br />_! 6X6XW2.9XW2.9 RAMP/SLAB <br />' REINFORCMENT #4 x 12"xI6'L <br />INTO SLAB @ 2'-0" O.C. TIE <br />w EXISTING 6x6xW2.9xW2.9 WWF TO <br />THESE HORIZONTALS. <br />GRADE a EXISTING <br />` CONC. SLAB <br />CLEAN AND COMPACTED <br />FILL AS REQUIRED <br />�V <br />�p <br />co <br />1'-4" (3) # 5's LONGITUDUNAL AND <br />#4's TRANSVERSE @ 4' O.C. <br />L <br />iY <br />o w <br />�Q <br />w <br />U- <br />STAIR SECTION <br />BSCALE:1/4"=V-0" <br />EXISTING ROOF <br />SYSTEM TO REMAIN <br />EXISTING STEEL <br />FRAME/SYSTEM <br />TO REMAIN. <br />SEALWALL UP TO <br />ROOF STRUCTURE <br />AS NEEDED <br />6" 24ga MTL STUD <br />WALL @ 16" O.C. <br />W/ 1/2" GWB EACH <br />SIDE AND R-11 <br />BATT INSUL <br />B" K.O. BLOCK W/ (1) #5 <br />mi'**��CONT POURED SOLID <br />NEW CMU WALL. <br />SEE WALL <br />LEGEND ON <br />A-100 <br />DRILL AND EPDXY A <br />#5x12" DOWEL W/ 4" <br />MIN EMBEDMENT INTO <br />EXISTING SLAB @ B' <br />MAX. O.C. <br />4 SECTION (DWsc,/- <br />FIELD <br />VERIFY THIS <br />DIM W/ <br />ACTUAL <br />GRADE ELEV. <br />MODIFY AS <br />NEEDED. MAX <br />7" RISER <br />1 1/2" SCH.40 <br />STEEL PIPE <br />:LD ALL AROUND (TYP.) <br />:OUND OR SMOOTH A5 <br />ST <br />1 1/2' SCH.40 <br />STEEL PIPE <br />1 1/2" SCH.40 <br />STEEL PIPE <br />RAILING CROSS-SECTION RAILING ELEVATION <br />N.T.S. N.T.S. <br />TYP. GUARDRAIL <br />DETAIL <br />SCALE: N.T.S. <br />STAIRS TO AVOID EXISTING ELEC <br />BOXES AND CONDUITS. FIELD <br />SEAL UP AROUND <br />EXISTING CONDUIT <br />PENETRATING THRU <br />FLOOR LEVEL <br />EXISTING WALL <br />SYSTEM TO <br />REMAIN <br />OWNER/CONTRACTOR <br />TO REUSE EXISTING <br />HANDRAIL. MIN HT. <br />42" <br />FLOOR <br />SYSTEM. <br />SEE A-100 <br />EXISTING CONC. <br />SLAB AND <br />FOOTER SYSTEM <br />2 WALL SECTION <br />SCALE: <br />' ' `" ne'' 40 STEEL PIPE <br />d <br />a- <br />ccn <br />/B" <br />WELDNT.CE)_"4"xB"xl/2" <br />\EW <br />CONT AN <br />\ <br />3/4" dia x 7 1/2" EXP <br />\ <br />BOLTS @ 12" O.C. <br />\ <br />(STOP/START ANGLE @ <br />\ <br />CONDUIT PENETRATIONS) <br />\ <br />MISTING FLOOR <br />SYSTEM TO <br />ZEMAIN <br />EXISTING WALL <br />SYSTEM TO <br />REMAIN <br />EXISTING CONC. SLAB <br />AND FOOTER SYSTEM <br />cc <br />Lo <br />N <br />Z <br />X <br />nCMMa5'-' <br />DATE: 9-25-08 <br />PER BLDG DEPT <br />DATE: <br />EXISTING MASONRY <br />TREAD WALUDOOR <br />NEW TREAD TO JAMB BEYOND <br />MATCH EXISTING <br />u <br />m v <br />Lo c o y A <br />r _ TRANSITION N <br />TOPPING FOR _c <br />Lo <br />OIL 100.33' r STAIR / <br />ELEV 100.00' T <br />a <br />ELEV a" � <br />I ' o 0 0 <br />Ir J <br />71 <br />% <br />fA � <br />FOOTER c OJ I <br />ft- <br />BEYOND r L` <br />SECTION A -A a3 <br />c � v <br />0 N <br />0 4- <br />c 0 <br />` o c <br />N QO L <br />c E +' <br />U u w <br />A/C UNITS ON <br />METAL RACK. <br />SEE MECH <br />DWI <br />ME UNITS ON <br />METAL RACK. <br />SEE MECH <br />DWGS <br />5T RISER TO <br />DIFFER RISER <br />D 4sc <br />LAN <br />LE: <br />EXISTING ROOF <br />SYSTEM TO REMAIN <br />CLOSE IN RAFTER <br />AS REQUIRED. <br />LEAVE VOIDS FOR <br />EXISTING PIPING AS <br />v <br />co v <br />r <br />I <br />00 <br />c0 <br />o <br />'� <br />000 <br />-on - <br />.-, <br />V) On x <br />0to <br />"o <br />� <br />� L° <br />Lo <br />00 <br />,q- 0 <br />N 00 -c <br />Z <br />Quo <br />Q <br />v L. <br />w m �� <br />Q <br />-0 N <br />cc <br />� <br />�1, <br />04 <br />to — <br />Z <br />v � <br />O- <br />� J <br />0 <br />� <br />Q <br />Z <br />ii <br />O <br />NEEDED AT <br />EXISTING STEEL <br />CLG <br />�- FRAME/SY5TEM <br />TO REMAIN <br />PARTS <br />W <br />1>7 NEW CONT. STUD <br />~ <br />o <br />STORAGE <br />OFROOF <br />M <br />SY <br />5-2 OCCUPANCY <br />#4 DOWEL <br />� <br />� <br />CONT. <br />Q <br />Ir n <br />- <br />\ <br />O <br />— <br />— - <br />J <br />r <br />d <br />\ <br />W <br />O V) <br />3-5/B' 20go MTL <br />/ <br />#4 DOWEL <br />@ 24' O.C. 1 <br />o — <br />STUD WALL @ 16' <br />O.C. W/ 1/2' GWB --_-­., <br />16'x4 I/2'xl/4' <br />I <br />} <br />EACH SIDE AND <br />PLATE W/ <br />'\ <br />d <br />R-II BATT INSUL <br />Y/B' WELD ®� <br />O <br />N <br />\ II <br />3 I/2' CONC AND METAL <br />DECK SYSTEM W/ 3000 <br />P.S.I CONCRETE WITH <br />L <br />\ ° <br />/ <br />4X4XW2.9XW2.9, C24 <br />/ <br />i Bzl6 BOND BEAM <br />DECKING — <br />/ <br />W/ (2) #5 TOP <br />— —`3.> <br />�— — — <br />AND BOTT CONT <br />W/ #3 TIES @ <br />7= <br />, - <br />m <br />\ <br />16, O.C. <br />O <br />> <br />/ FL00R <br />w <br />i <br />SYSTEM. <br />SEE A-100 <br />STORAGE <br />5-2 OCCUPANCY <br />(DSC!ALE: <br />EXISTING <br />CONC. SLAB <br />FACTORY <br />F-2 OCCUPANCY <br />I <br />\� NEW CMU WALL. <br />SEE WALL <br />LEGEND ON <br />A-100 <br />NEW C)NT. FOOTER <br />WITH 3000 PSI CONC. <br />AND (3) #5's CONT. <br />O L.L <br />Ld <br />N <br />U <br />Z <br />Z <br />O <br />U M <br />n <br />D � <br />N <br />o <br />qk <br />c U <br />Z <br />ewe � <br />x <br />-b ° <br />Z N <br />cG M <br />s 10 <br />00 Go <br />O ® W coo <br />Job # <br />2924 <br />Date <br />8-20-08 <br />sheet <br />A-200 <br />