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a_ <br />CD <br />co <br />0 <br />N <br />O <br />a <br />m <br />N <br />0 <br />0 <br />PR <br />aD <br />21 <br />m <br />E <br />L� <br />N <br />0 <br />N <br />00 <br />i <br />M <br />6) <br />0 <br />c <br />ca <br />cw <br />E <br />(E) 5-1/2" C, <br />(E) VAPOR <br />(E) FILL (VA <br />u <br />u <br />a <br />(E) CONCRETE PANEL, SAWCUT FOR NEW <br />OPENING, GRIND SMOOTH AND LEVEL WITH <br />ADJACENT FLOOR. PATCH AND FILL HOLES <br />AS REQUIRED AND FINISH TO MATCH NEW <br />TRANSITION STRIP <br />1/2" EXPANSION JOINT FILLER <br />- ' (N) REBAR EPDXIED INTO (E) CONC <br />--- PANEL, REF STRUCTURAL <br />(N) 5" CONC SLAB, REF <br />STRUCTURAL <br />15 MIL VAPOR RETARDER <br />6" CRUSHED GRAVEL. <br />COMPACTED SUBGRADE <br />FLOOR TRANSITION AT NEW SLAB <br />SCALE: 3" = V-0" <br />VARIES <br />A A 1�1+ AAAV <br />(N) CONC SLAB, <br />REF STRUCTURAL <br />­ Z(E) CONC SLAB <br />(N) 15 MIL VAPOR <br />T RETARDER, ADHERE TO <br />EXISTING VAPOR BARRIER <br />(E) FILL (VARIES) <br />(N) MIN 6" CLEAN <br />CRUSHED GRAVEL <br />(E) COMPACTED <br />SUBGRADE <br />(N) COMPACTED FILL <br />(N) CRUSHED GRAVEL <br />FILL, REFER TO <br />SPECIFICATIONS <br />(N) UTILITY LINE, <br />EXCAVATE TRENCH <br />FOR 6" OF BEDDING <br />BELOW THE PIPE PER <br />SPECIFICATIONS <br />INCH <br />LANDING OR <br />STAIR NOSING <br />WALL MOUNTED HANDRAIL - SECTION <br />a <br />W <br />2" <br />Q Q <br />C� <br />M W <br />O <br />m <br />Q <br />co <br />PLAN OF <br />PLATE <br />HANDRAIL S <br />SCALE: 3" = V-0" <br />SCALE: 1 1/2" = V-0' <br />1" X 2" HSS <br />1/2" X 1" FLAT BAR <br />RAIL <br />BLACK POWDER COATED <br />1" X 1" HSS <br />2" X 3" X 3/4" STEEL PLATE <br />FASTENED TO METAL <br />FRAMING BELOW <br />T&G FLOORING FLUSH <br />W/ STEEL PLATE <br />1 1/8" PLYWOOD SHE/ <br />3/4" TONGUE & GROO <br />HARDWOOD AT HORi� <br />AND VERTICAL SURF/ <br />CONT 2 X 4 P.T, SILL <br />r,7*� STAGE PLATFORM <br />METAL FRAMING, A8.11 SCALE: 1 1/2" = V-0" <br />SEE STRUCTURALB <br />TADIUM STAIR - SECTION <br />;SS <br />CET <br />ZING <br />7, <br />AL <br />A <br />- SECTION <br />1" SHAFT WALL AT <br />STORAGE SIDE <br />3/4" TONGUE & GROOVE <br />HARDWOOD AT HORIZONTAL <br />AND VERTICAL SURFACES <br />3/4" PLYWOOD SHEATHING, <br />NO VISIBLE FASTENERS <br />METAL FRAMING, SEE <br />STRUCTURAL <br />5/8" GYP BD AT NON -RATED <br />LOCATIONS <br />ALIGN WITH STAIR TOE KICK <br />FINISH PLYWOOD @ TOE <br />KICK <br />ANGLE AT ALL CORNER, <br />SEE STRUCTURAL <br />STADIUM SEATING - SECTION <br />99 <br />- SECTION <br />�1I AlE T[]!'� I IA!"fllSAff'lll P1 /1Ri �]fAtt <br />STADIUM STAIR - SECTION <br />SCALE: 3" = 1'-0" <br />X 4 WOOD BASE <br />X 4 WOOD STUDS @ <br />6" O.C. <br />)D <br />KICK <br />METAL CHANNEL <br />TOP RAIL <br />LAMINATED GLASS <br />1-1/4" METAL <br />PIPE HANDRAIL <br />STEEL SUPPORT <br />FLOORING PER FINISH <br />SCHEDULE <br />GYPSUM CONCRETE <br />UNDERLAYMENT AND <br />ACOUSTIC MAT <br />1 1/8" SHEATHING <br />LEVEL 02 <br />1 X 6 WOOD FASCIA <br />FASCIA MOUNTING PLATE <br />AT GUARDRAIL POST <br />2 X 8 JOISTS, SEE <br />STRUCTURAL <br />GLULAM BEAM, <br />SEE STRUCTURAL <br />SUSPENDED WOOD <br />SLAT CEILING SYSTEM <br />RALING AT BRIDGE - SECTION <br />SCALE: 1 1/2" = V-0" <br />STAIR 1 TREAD - SECTION <br />SCALE: 3" = V-0" <br />INSET BLACKENED STEEL ANGLE W/ <br />1/16" ROUNDED CORNER, ROUTED <br />INTO WOOD TREAD, TYP. HOLD OFF <br />FROM TREAD ENDS 3" ON EA SIDE. <br />RECLAIMED GLU-LAM <br />BEAM FOR WOOD TREAD <br />BENT PLATE SEE STRUCTURAL <br />STRINGER SEE STRUCTURAL <br />METAL CHANNEL <br />TOP RAIL <br />LAMINATED GLASS <br />FASCIA MOUNTED <br />POST SUPPORT <br />GLAZING BRACKET <br />FLOORING PER FINISH <br />SCHEDULE <br />GYPSUM CONCRETE <br />UNDERLAYMENT AND <br />ACOUSTIC MAT <br />LEVEL 02 <br />I X 6 WOOD FASCIA <br />EXISTING FLOOR <br />STRUCTURE,SEE <br />STRUCTURAL <br />GLULAM BEAM, <br />SEE STRUCTURAL <br />RAILING AT OPENING - SECTION <br />7.29.2020 <br />STAMP <br />CONSULTANT <br />TITLE <br /># DATE DESCRII <br />A 04/17/2020 PLAN RE1 <br />B 05/20/2020 PERMIT F <br />E 07/29/2020 PERMIT F <br />U) <br />J <br />W <br />O <br />W <br />T <br />'TION <br />ISIONS <br />EVIEW 1 <br />EVIEW 2 <br />REVISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />A8111 <br />© 2020 OTAK, INC. <br />If this drawing is not 24"x 36", it has been <br />reduced/enlarged. Scale accordingly. <br />0 <br />SCALE: 6" = V-0" <br />SCALE: 1 1/2" = V-0" <br />SCALE: 1 1/2" = V-0" <br />