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HomeMy WebLinkAboutA451SHEET 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 #2 - ELEVATOR #2 1/4" = 1'-0" A451 STAIRS ENLARGED PLANS SCALE: 02 SECOND FLOOR STAIR #2 - ELEVATOR #2 1/4" = 1'-0" SCALE: 03 THIRD FLOOR STAIR #2 - ELEVATOR #2 1/4" = 1'-0" SCALE: 04 FOURTH FLOOR STAIR #2 - ELEVATOR #2 1/4" = 1'-0" SCALE: 05 FIFTH FLOOR STAIR #2 - ELEVATOR #2 1/4" = 1'-0" C 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 832.0' 848.67' 848.67' 859.33' 870.0' 880.67' UP REF. MECH. DWGS. FOR ELEVATOR HOISTWAY VENTING SYSTEM 30 EQ. RISERS IN 16'-8" 20 EQ. RISERS IN 10'-8" 14'-0" 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') 20 EQ. RISERS IN 10'-8" 20 EQ. RISERS IN 10'-8" 13'-4" 14'-0" BOTTOM OF DECK EL: 62'-8" HOISTWAY BEAM BY ELEVATOR PROVIDER, INSTALLED BY G.C. 12"x12"x12" SUMP PIT 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 PAINTED WOOD CAP TRIM 3'-6" ELEVATOR ACCESS ON OPPOSITE SIDE ELEVATOR ACCESS ON OPPOSITE SIDE 17 C C C 18'-83 4" 5'-105 8" 9 EQ. TREADS IN 8'-3" 4'-71 8" 8'-4" 1'-0" 4'-8" 63 4" 4'-8" 111 2" 6'-4" 6" 1'-0" 10'-3" DN DN C 17 17 17 17 6 A451 SCALE: 07 AND CHASE SECTION STAIR #2, ELEVATOR #2 1/4" = 1'-0" 6 A451 6 A451 6 A451 6 A451 18'-83 4" 4'-71 8" 8 EQ. TREADS IN 8'-3" 5'-105 8" 8'-4" 1'-0" 6" 1'-0" 10'-3" 4'-8" 63 4" 4'-8" 111 2" 6'-4" 9 EQ. TREADS IN 8'-3" 4'-7 1 5'-8 8" 1 2" 1'-0" 1'-0" 2'-37 8" 6'-10 5 8" 18'-8 3 4" 5'-105 8" 9 EQ. TREADS IN 8'-3" 4'-7 1 8" 8'-4" 1'-0" 6" 1'-0" 10'-3" 4'-8" 63 4" 4'-8" 111 2" 6'-4" 5'-105 8" 9 EQ. TREADS IN 8'-3" 4'-7 1 8" 2'-37 8" 6'-05 8" 1'-0" 1'-4 3 8" 9'-31 2" 2'-3 7 8" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" UP DN 18'-8 3 4" 5'-105 8" 9 EQ. TREADS IN 8'-3" 4'-7 1 8" 8'-4" 1'-0" 1'-0" 10'-3" 4'-8" 63 4" 4'-8" 6'-4" 5'-105 8" 9 EQ. TREADS IN 8'-3" 4'-7 1 8" 2'-37 8" 2'-37 8" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" UP 18'-83 4" 5'-105 8" 9 EQ. TREADS IN 8'-3" 4'-71 8" 8'-4" 1'-0" 4'-8" 63 4" 4'-8" 111 2" 6'-4" 6" 1'-0" 10'-3" DN 1'-0" 1'-0" 1'-0" 1'-0" 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 W2B S7 S7 S7 S2C S2C S2C S2C M1B M1B M1B M1B M1B M1B 12" M1B M1B S21 S2C S2C S2C C1A C1A C1A S2C C1A C1A C1A C1A S2B S2B S2B S2B M1B M1B M1B S2C S2C S2C C1A C1A C1A S2C C1A C1A C1A C1A S221 S222 S23 S24 S25 M1B W1 S7 S7 S7 S2C S2C S2C S2C M1B M1B M1B M1B M1B M1B 12" M1B M1B M1B W1 W1 W2B W2B W2B W2B W2B W2B W2B S7 S7 S7 S2C S2C S2C S2C M1B M1B M1B M1B M1B M1B 12" M1B M1B M1B W1 W2B W2B W2B W4 W4 W4 W4 W4 STAIR #2 S21 STAIR #2 S22 STAIR #2 S24 STAIR #2 S23 STAIR #2 S25 HARDIE PANELS ON ZIP SYSTEM ON 2x2 @ 24" O.C. INSTALL 1 1 2" RIGID INSULATION IN CAVITY 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" 05 A392 05 A392 05 A392 04/25/18 Nick Mishler