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A402 - STAIR A2 - FLOOR PLANS AND SECTION
UP UP UP DNDN 29 A402 28 A402 3 C STAIR A2 A150 LOBBY A102 ELEVATOR A21'-4"9'-3"1'-5 1/8"7 5/8"8'-4 3/4"7 5/8"8'-6 3/8"7 5/8"2'-0 1/2"OPENING3'-8"CL9'-4 3/4"2'-0 3/8" 7 5/8"7'-0"7 5/8" 8'-3 1/4"12'-0 1/8" LANDING 4'-1 1/2" 7 TREADS AT 11" EACH 6'-5"3'-3 3/4"5'-2 1/2"2'-5"F F G F SM CLR.3'-11 5/8"5 1/2"CLR.3'-11 5/8"4'-3"9'-11 3/8" A150 F 7 TREADS AT 11" EACH 6'-5"18'-10"BUILDING ACCESS CONTROL. PROVIDE 30x48 CFS. A 2'-0 1/2"STANDPIPE 29 A402 28 A402 3 C A A CORRIDOR A240 STAIR A2 A250ELEVATOR A218'-10"CLEQEQ2'-6"CL9'-3 1/8"2'-2"2'-0 1/2"3'-8"CLR.3'-11 5/8"5 1/2"CLR.3'-11 5/8"A A250 F F F G LANDING 4'-1 1/2" 8 TREADS AT 11" EACH 7'-4"7'-7 1/4" 9 TREADS AT 11" EACH 8'-3"7 5/8"8'-4 3/4"7 5/8"8'-6 3/8"7 5/8"8'-3 1/4"12'-0 3/4" CLCL4'-1 3/4"3'-5"4'-6" STANDPIPE 29 A402 28 A402 3 C CORRIDOR A340 STAIR A2 A350 A440 A450 AA A450ELEVATOR A28'-3 1/4"12'-0 3/4" CLCL4'-1 3/4"3'-5"4'-6"2'-6"7 5/8"8'-4 3/4"7 5/8"9'-2"CLEQEQ18'-10"LANDING 4'-1 1/2" 8 TREADS AT 11" EACH 7'-4"7'-7 1/4"CLR.3'-11 5/8"5 1/2"CLR.3'-11 5/8"CL9'-3 1/8"2'-2"1'-10 1/2"3'-10"A A350 4'-3"9'-11 1/2" F F F STANDPIPE 29 A402 28 A402 3 C STAIR A2 A550 AA CORRIDOR A540 ELEVATOR A2A CLCL4'-1 3/4"3'-5"4'-6" 8'-3 1/4"12'-0 3/4" CL9'-3 1/8"2'-2"1'-10 1/2"3'-10"2'-6"7 5/8"8'-4 3/4"7 5/8"8'-6 3/8"7 5/8"CLEQEQ18'-10"LANDING 4'-1 1/2" 8 TREADS AT 11" EACH 7'-4"8'-9"CLR.3'-11 5/8"5 1/2"CLR.3'-11 5/8"9 TREADS AT 11" EACH 8'-3" A550 F F 4'-3" STANDPIPE BLDG A L 01.4 +821' -10 7/16" BLDG A L 05 +871' -10 1/16" BLDG A TRUSS BEARING +880' -11 3/16" BLDG A L 02 +839' -10 7/16" BLDG A L 03 +850' -6 5/16" BLDG A L 04 +861' -2 3/16" 28 A402 3 9'-1 1/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"18'-0"AT 6.73" EACH9 RISERSAT 6.73" EACH10 RISERSAT 6.73" EACH9 RISERSAT 6.73" EACH10 RISERSAT 6.73" EACH9 RISERSAT 6.73" EACH10 RISERSAT 6.97" EACH8 RISERSAT 6.97" EACH8 RISERSAT 6.97" EACH8 RISERSAT 6.97" EACH8 RISERS6'-8" MINIMUM HEAD CLEARANCE 6'-8" MINIMUM HEAD CLEARANCE 6'-8" MINIMUM HEAD CLEARANCE 6'-8" MINIMUM HEAD CLEARANCE 6'-8" MINIMUM HEAD CLEARANCE 4 11 A5027'-11 1/2"3'-5 7/8"3'-5 7/8"BLDG A L 01.4 +821' -10 7/16" BLDG A L 05 +871' -10 1/16" BLDG A TRUSS BEARING +880' -11 3/16" BLDG A L 02 +839' -10 7/16" BLDG A L 03 +850' -6 5/16" BLDG A L 04 +861' -2 3/16"TO TOP OF BLOCK AT SHAFT14'-0 5/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"18'-0"5'-0"ELEVATOR A2 SUMP PUMP, COORDINATE LOCATION WITH MANUFACTURER 18" WIDE PIT LADDER WITH 1 1/2" STRINGER CHANNELS, 5/8" STEEL CUP ANGLE BRACKETS AND ANCHOR BOLTS AT TOP AND BOTTOM. RUNGS SHALL BE 3/4" AT 12" O.C. SIDE RAILS OF LADDER MUST EXTEND 42" ABOVE THE LANDING PLATFORM PROVIDE ASPHALTIC WATERPROOF MEMBRANE TO FULL PERIMETER AND BOTTOM OF PIT 12 0.5 4 COLD-JOINT WATERSTOP AT TOP AND BOTTOM PERFORATED PERIMETER FOUNDATION DRAIN. CONNECT TO CIVIL STORM COLLECTOR LINE 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate# Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site.7/16/2021 2:07:21 PMC:\Revit Projects\18066-Corner Carmel-CENTRAL-19_smatsumotoBZ9SZ.rvtLRK Project Number: 01.18066.00 A402 STAIR A2 -FLOOR PLANS AND SECTION The Corner Carmel, IN VWB SWMThe Corner Carmel, IN • 01.18066.00 1685 E. 116th Street, Carmel, IN SCALE: 1/4" = 1'-0" 26 GROUND FLOOR PLAN - STAIR A2 / ELEV. A2 SCALE: 1/4" = 1'-0" 20 SECOND FLOOR PLAN - STAIR A2 / ELEV. A2 SCALE: 1/4" = 1'-0" 8 THIRD/FOURTH FLOOR PLAN - STAIR A2 / ELEV. A2 SCALE: 1/4" = 1'-0" 7 FIFTH FLOOR PLAN - STAIR A2 / ELEV. A2 SCALE: 1/4" = 1'-0" 29 SECTION - STAIR A2 SCALE: 1/4" = 1'-0" 28 SECTION - ELEVATOR A2 06.16.21 Permit Set A 07.15.21 Addendum A