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HomeMy WebLinkAboutA452D D B A C E D D B A C E D D B A E D D B A C E D D B A C E SHEET 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 #3 - ELEVATOR #3 1/4" = 1'-0" A452 STAIRS ENLARGED PLANS SCALE: 02 SECOND FLOOR STAIR #3 - ELEVATOR #3 1/4" = 1'-0" SCALE: 03 THIRD FLOOR STAIR #3 - ELEVATOR #3 1/4" = 1'-0" SCALE: 04 FOURTH FLOOR STAIR #3 - ELEVATOR #3 1/4" = 1'-0" SCALE: 05 FIFTH FLOOR STAIR #3 - ELEVATOR #3 1/4" = 1'-0" 1'-0" 2'-41 4" 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. ELEVATOR BASIS OF DESIGN: KONE ECOSPACE 4500 LBS SERVICE TYPE 150 FPM FRONT AND BACK OPENINGS POWER SUPPLY: 208 REQ'D FUSE AMPS: 60 CONTROLLER HEAT OUTPUT: 4.2 MACHINE HEAT OUTPUT: 2.3 C 2 6 A452 SCALE: 06 SECTION STAIR #3 1/4" = 1'-0" 6 A452 6 A452 6 A452 6 A452 C 2 C 2 C 2 C 2 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" WEST ENTRANCE F.F. EL: 6'-0"(838.0') ROOF PLATE EL: 57'-8 1/2" 20 EQ. RISERS IN 10'-8" 20 EQ. RISERS IN 10'-8" 20 EQ. RISERS IN 10'-8" OSHA COMPLIANT FALL PROTECTION ON AROUND HATCH ROOF HATCH SIM TO BABCOCK-DAVIS BRHTA 36X30S1T WOOD STAIR AND LANDINGS W/(1) LAYER OF TYPE 'X' GWB APPLIED TO UNDERSIDE OF STRINGERS AND LANDINGS PAINTED WOOD CAP TRIM 18'-83 4" 14'-7 5 8" 10'-8" 7'-43 4" 4'-7 1 8" 9 EQ. TREADS IN 8'-3" 5'-10 5 8" 4'-8" 63 4" 4'-8" 1'-111 8" 2'-2 1 8" 1'-0" 2'-41 4" 18'-8 3 4" 14'-7 5 8" 10'-8" 7'-43 4" 4'-7 1 8" 9 EQ. TREADS IN 8'-3" 5'-10 5 8" 4'-8" 63 4" 4'-8" 1'-0" 2'-41 4" 18'-8 3 4" 14'-7 5 8" 10'-8" 7'-43 4" 4'-7 1 8" 9 EQ. TREADS IN 8'-3" 5'-10 5 8" 4'-8" 6 3 4 " 4'-8" 1'-0" 2'-41 4" 18'-8 3 4" 14'-7 5 8" 10'-8" 7'-43 4" 4'-7 1 8" 9 EQ. TREADS IN 8'-3" 5'-10 5 8" 4'-8" 63 4" 4'-8" 1'-0" 2'-41 4" 18'-8 3 4" 14'-7 5 8" 10'-8" 7'-43 4" 4'-7 1 8" 9 EQ. TREADS IN 8'-3" 5'-10 5 8" 4'-8" 63 4" 4'-8" 10'-3" 1'-0" 10'-3" 1'-0" 10'-3" 1'-0" 10'-3" 1'-0" 10'-3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" DN UP UP UP UP DN DN DN SCALE: 07 SECTION ELEVATOR #3 1/4" = 1'-0" 20 EQ. RISERS IN 10'-8" SECOND FLOOR EL: 16'-8" THIRD FLOOR EL: 27'-4" FOURTH FLOOR EL: 38'-0" FIFTH FLOOR EL: 48'-8" WEST ENTRANCE F.F. EL: 6'-0"(838.0') 20 EQ. RISERS IN 10'-8" 20 EQ. RISERS IN 10'-8" 20 EQ. RISERS IN 10'-8" 13'-4" 14'-0" REF. MECH. DWGS. FOR ELEVATOR HOISTWAY VENTING SYSTEM HOISTWAY BEAM BY ELEVATOR PROVIDER, INSTALLED BY G.C. 12"x12"x12" SUMP PIT 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. 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" W2B 7 A452 7 A452 7 A452 7 A452 7 A452 C1A C1A C1A C1A M1B S2B S2B S2B S2B S2B S2C S2C S2C C1A C1A C1A S2C C1A S31 S2B S2B S2B C1A C1A C1A C1A M1B S2B S2B S2B S2B S2B S2C S2C S2C C1A C1A C1A S2C C1A S2B S2B S2B M1B S32 S33 S34 S35 S2C M1B S2C M1B S2C M1B S2C M1B M1B M1B M1B M1B M1B M1B M1B W1 W2B W2B W1 W1 W2B W2B M1B M1B M1B M1B M1B W1 W2B W2B W2B S2C M1B S2C M1B S2C M1B S2C M1B W1 EW2 M1B M1B M1B M1B M1B W1 S2C M1B S2C M1B S2C M1B S2C M1B W2B EW2 EW2 W4 W4 W4 W4 W4 STAIR #3 S31 STAIR #3 S32 STAIR #3 S33 STAIR #3 S34 STAIR #3 S35 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 04/25/18 Nick Mishler