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HomeMy WebLinkAboutA450SHEET PROJECT INFO SEAL REVISIONS DRAWING TITLE PROJECT CONSTRUCTION MANAGER ARCHITECT 17104 DECEMBER 8, 2017 ISSUED FOR CONSTRUCTION MIDTOWN WEST CARMEL, IN CLIENT # DESCRIPTION DATE BARRETT AND STOKELY, INC INDIANAPOLIS, IN D I L L O N CONSTRUCTION G R O U P SCALE: 01 FIRST FLOOR STAIR #1 1/4" = 1'-0" A450 STAIRS AND ELEVATOR ENLARGED PLANS REF. MECH. DWGS. FOR ELEVATOR HOISTWAY VENTING SYSTEM SCALE: 02 SECOND FLOOR STAIR #1 1/4" = 1'-0" SCALE: 03 THIRD FLOOR STAIR #1 1/4" = 1'-0" SCALE: 04 FOURTH FLOOR STAIR #1 1/4" = 1'-0" SCALE: 05 FIFTH FLOOR STAIR #1 1/4" = 1'-0" 18'-83 4" 4'-71 8 EQ. TREADS IN 8'-3" 8" 5'-105 8" 1'-0" 8'-4" 4'-03 4" 1'-0" 10'-3" 4'-8" 63 4" 4'-8" 111 2" 6'-4" 17 K 832.0' 848.67' 848.67' 832.0' 848.67' 848.67' 859.33' 859.33' 870.0' 870.0' 880.67' 880.67' U.N.O., ALL HANDRAILS SHALL BE PAINTED 1.5" O.D. STEEL PIPE. HANDRAILS ATTACHED TO WALL SHALL HAVE SUPPORTS SPACED AT 5'-0" MAX., PROVIDE APPROPRIATE BLOCKING AT ALL ANCHORING POINTS OF HANDRAILS ATTACHING TO WALL. HANDRAILS ATTACHING TO GUARDRAILS SHALL ATTACH AT ALL VERTICAL SUPPORTS OF THE GUARDRAIL. UP UP UP UP DN DN 30 EQ. RISERS IN 16'-8" 20 EQ. RISERS IN 10'-8" 9'-0 1 2" SECOND FLOOR EL: 16'-8" THIRD FLOOR EL: 27'-4" FOURTH FLOOR EL: 38'-0" FIFTH FLOOR EL: 48'-8" LEASING F.F. EL: 0'-0"(832.0') ROOF PLATE EL: 57'-8 1/2" 18'-83 4" 4'-71 9 EQ. TREADS IN 8'-3" 8" 5'-105 8" 1'-0" 8'-4" 4'-03 4" 1'-0" 10'-3" 111 2" 6'-4" 17 K 18'-83 4" 4'-71 9 EQ. TREADS IN 8'-3" 8" 5'-105 8" 1'-0" 8'-4" 4'-03 4" 1'-0" 10'-3" 4'-8" 63 4" 4'-8" 111 2" 6'-4" 17 K 18'-83 4" 4'-71 8" 5'-10 9 EQ. TREADS IN 8'-3" 5 8" 1'-0" 8'-4" 4'-03 4" 4'-8" 63 4" 4'-8" 111 2" 6'-4" 17 K 18'-83 4" 4'-71 9 EQ. TREADS IN 8'-3" 8" 5'-105 8" 1'-0" 8'-4" 4'-03 4" 4'-8" 63 4" 4'-8" 111 2" 6'-4" 17 K 4'-8" 63 4" 4'-8" 20 EQ. RISERS IN 10'-8" 20 EQ. RISERS IN 10'-8" 13'-4" 14'-0" BOTTOM OF DECK EL: 62'-8" 4'-7 9 EQ. TREADS IN 8'-3" 1 8" 5'-8 1 2" 4'-71 8" 5'-10 9 EQ. TREADS IN 8'-3" 5 8" 1'-0" 1'-0" 1'-0" DN DN HOISTWAY BEAM BY ELEVATOR PROVIDER, INSTALLED BY G.C. 12"x12"x12" SUMP PIT ELEVATOR ACCESS ON OPPOSITE SIDE ELEVATOR ACCESS ON OPPOSITE SIDE ELEVATOR ACCESS ON OPPOSITE SIDE STAIR ACCESS ON OPPOSITE SIDE STAIR ACCESS ON OPPOSITE SIDE STAIR ACCESS ON OPPOSITE SIDE LIGHT SWITCH STL. LADDER: 1 2"x4" FLAT BARS 16 INCHES APPART ATTACHED TO WALL W/ (3) 2"x7"x 3 8" STL. ANGLES 1 2" RUNGS @ 12" O.C. REF. MECH. DWGS. FOR DUCTWORK INFO HARDIE PANELS ON ZIP SYSTEM ON 2x2 @ 24" O.C. INSTALL 1 1 2" RIGID INSULATION IN CAVITY PAINTED WOOD CAP TRIM 3'-6" 7 A450 SCALE: 07 AND CHASE SECTION STAIR #1, ELEVATOR #1 1/4" = 1'-0" 7 A450 7 A450 7 A450 7 A450 2'-37 8" 2'-3 7 8" 2'-37 2'-3 8" 7 8" 2'-37 8" ELEVATOR BASIS OF DESIGN: KONE ECOSPACE 2500 LBS PASSENGER TYPE 150 FPM FRONT AND BACK OPENINGS POWER SUPPLY: 208 REQ'D FUSE AMPS: 35 CONTROLLER HEAT OUTPUT: 2.4 MACHINE HEAT OUTPUT: 1.2 WOOD STAIR AND LANDINGS W/(1) LAYER OF TYPE 'X' GWB APPLIED TO UNDERSIDE OF STRINGERS AND LANDINGS S2C S7 S7 S7 S7 S7 S7 S7 S7 S7 M1B M1B M1B S2C S2C S2C W2B M1B M1B M1B M1B M1B M1B M1B 12" M1B M1B S7 W1 S2C S2C S2C S2C M1B M1B M1B M1B M1B M1B M1B 12" M1B M1B S7 W1 S2C S2C S2C S2C S2C S2C S2C M1B M1B M1B M1B M1B M1B M1B 12" M1B M1B S7 W1 S11 S121 S122 S15 S13 S14 C1A C1A C1A C1A S2C C1A S2E S2E S2E C1A C1A S2C S2C C1A C1A C1A S2C C1A C1A C1A S2C C1A W4 W4 W4 W4 W4 PER SECTION 1" 1'-0" WOOD STRINGER 5 8" TYPE 'X' GWB ON UNDERSIDE OF STRINGER AND LANDINGS WOOD TREAD AND RISER 8-B A450 SCALE: 06 WOOD STAIR NOSING 1/4" = 1'-0" STAIR #1 S11 STAIR #1 S12 STAIR #1 S14 STAIR #1 S13 STAIR #1 S15 R1 HARDIE PANELS ON ZIP SYSTEM ON 2x2 @ 24" O.C. INSTALL 1 1 2" RIGID INSULATION IN CAVITY ROOFING MEMBRANE ON ROOF BOARD ON MIN. 4" RIGID INSULATION ON 3", 18 GA. METAL ROOF DECK W4 9'-01 2" 04 A392 04 A392 04 A392 04/25/18 Nick Mishler