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HomeMy WebLinkAboutA401 - STAIR A1 - FLOOR PLANS AND SECTIONUP DNUP DN UP DN ALIGN 29 A401 28 A4011112 10 L STAIR A1 A148 IDF A112 A112 A148 ELEVATOR A19'-0"5'-2"9'-4 3/4"1'-0"7 1/8"8'-6"1'-0 3/8"5'-7 1/2" 1'-7" 6'-1" 1'-7" A148 24'-6 3/4" CL2'-2 1/4"3'-0" CLEQ EQ 8'-5 3/8"6 TREADS AT 11" EACH5'-7"CL EQ EQ 6'-3 1/2"9 TREADS AT 11" EACH8'-3"LANDING4'-1 1/2"1'-0"5'-6 1/4"CLR. 3'-11 5/8"5 1/2" CLR. 3'-11 5/8"9'-11 1/2"4'-7 7/8"1'-5" A116a 4'-0 1/4"3'-10"CLUB A116 H H F F F P 18'-7 7/8" 1'-9" 4'-11"10'-6 1/4" 1'-0"7'-0"1'-0"1'-0"8'-4 3/4"1'-0" EGRESS DIRECTION 15 A501 BUILDING ACCESS CONTROL.PROVIDE 30x48 CFS. STANDPIPE 29 A401 28 A401 1112 10 L TELECOMM. A246 MECH. A245 ELEC. A244 STORAGE A243 STAIR A1 A248CORRIDOR A242 A246 A245 A243ELEVATOR A17 5/8"8'-1 1/4"10'-7"AA A C F.E.C.PEDESTRIAN BRIDGE 5 1/2"9'-8 1/8"LANDING4'-1 1/2"9 TREADS AT 11" EACH8'-3"6'-3 3/8"7 5/8"8'-6"7 5/8"8'-1 1/4"10'-7"1" A.S.7'-8"5 1/2"9'-2 1/2"5'-7 1/2"1" A.S.9 TREADS AT 11" EACH8'-3"OPENING3'-8"4'-4 3/4"CL2'-2"CLR. 3'-11 5/8"5 1/2" CLR. 3'-11 5/8"CLEQEQA242c F F F G A A248 A244 4'-3"9'-11 1/2"7 5/8"7'-0"7 5/8"5'-10 3/4"7 5/8"8'-4 3/4"7 5/8" 1" A.S.23'-10"1" A.S. CL3'-6"CLEQ EQ 4 A401 STANDPIPE 29 A401 28 A401 TELECOMM. A546 MECH. A545 1112 10 L STAIR A1 A548 ELEC. A544 STORAGE A543 A546 A545 A544 A543ELEVATOR A1C A AA 42" HIGH WALL F.E.C.5 A401 7 5/8"7'-0"7 5/8"5'-10 3/4"7 5/8"8'-4 3/4"7 5/8" 7'-8"5 1/2"5'-8"5 1/2"3'-1"1" A.S.5'-7 1/2"1" A.S.10'-7"8'-1 1/4"3 1/2"7 5/8"8'-6"6 3/4"7 5/8"7'-2 3/8"8 TREADS AT 11" EACH7'-4"LANDING4'-1 1/2"7 5/8"9'-0 1/2"5 1/2"CLEQEQCLR. 3'-11 5/8"5 1/2" CLR. 3'-11 5/8" CLEQ EQ A F F CL2'-2"9'-11 1/2"4'-3"A548 9 TREADS AT 11" EACH8'-3"1" A.S.23'-10"1" A.S. EQ EQ F A8 7/8"2'-3 1/2" C6'-1 5/8"A STANDPIPE 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" L BLDG A L 01.1 +818' -1 13/16"9'-1 1/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"21'-8 41/64"AT 6.80" EACH9 RISERSAT 6.80" EACH10 RISERSAT 6.80" EACH9 RISERSAT 6.80" EACH10 RISERSAT 6.80" EACH10 RISERSAT 6.80" EACH9 RISERSAT 6.86" EACH7 RISERSAT 6.86" EACH10 RISERSAT 6.86" EACH11 RISERSAT 6.86" EACH10 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 8'-1 1/4"8'-1 1/4"8'-1 1/4"8'-1 1/4"412 0.5 TYPICAL STAIR TO BE WOOD FRAMED STRINGERS, TREADS, RISERS, AND LANDINGS 15 A501 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" L BLDG A L 01.1 +818' -1 13/16"10'-7 7/8"10'-7 7/8"10'-7 7/8"21'-8 41/64"PIT5'-0"1'-0"4 ELEVATOR A113'-4"12 0.25 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 TURN TPO DOWN VERTICAL WALL 15 A502 COLD-JOINT WATERSTOP AT TOP AND BOTTOM PERFORATED PERIMETER FOUNDATION DRAIN. CONNECT TO CIVIL STORM COLLECTOR LINE 29 A401 28 A4011112 10 L TELECOMM. A346 MECH. A345 ELEC. A344 STORAGE A343 CORRIDOR A342 STAIR A1 A348 A343 A344 A345 A346A446 A448 A445 A444 A443 A448 A442 A446 A445 A444 A443ELEVATOR A1F.E.C.7'-8" 1" A.S.7'-11 1/2"5 1/2"5'-8"5 1/2"3'-1"5'-7 1/2" 1" A.S.5 1/2"9'-0 1/2" 8'-6"7 5/8"8'-1 1/4"3 1/2"5 1/2"10'-7"CLEQ EQ OPENING3'-8"4'-5 1/4"CLR. 3'-11"6 1/8" CLR. 3'-11 5/8"CLEQEQ9 TREADS AT 11" EACH8'-4"D D LANDING4'-1 1/2"8 TREADS AT 11" EACH7'-4"7'-2 3/8"A A348 A F F F 7 5/8"7'-0"7 5/8"5'-10 3/4"7 5/8"8'-4 3/4"7 5/8" 1" A.S.23'-10"1" A.S. CLEQ EQ CL2'-2"F A C 15 A501 STANDPIPE 5/8" GYPSUM BOARD OVER 1/2" FURRING WOOD STUD BATT INSULATION STAIR STRINGER RATED CMU BLOCK, REF. A601 5/8" GYPSUM BOARD OVER RESILIENT CHANNEL EXPOSED CMU BLOCK F C3/4"FIBER CEMENT LAP SIDING F G 15 A501 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 2:07:10 PMC:\Revit Projects\18066-Corner Carmel-CENTRAL-19_smatsumotoBZ9SZ.rvtLRK Project Number: 01.18066.00 A401 STAIR A1 -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" 27 GROUND FLOOR PLAN - STAIR A1 SCALE: 1/4" = 1'-0" 14 SECOND FLOOR PLAN - STAIR A1 SCALE: 1/4" = 1'-0" 13 FIFTH FLOOR PLAN - STAIR A1 SCALE: 1/4" = 1'-0" 29 SECTION - STAIR A1 SCALE: 1/4" = 1'-0" 28 SECTION -ELEVATOR A1 SCALE: 1/4" = 1'-0" 25 THIRD/ FOURTH FLOOR PLAN - STAIR A1 SCALE: 1 1/2" = 1'-0" 5 PLAN DETAIL SCALE: 1 1/2" = 1'-0" 4 PLAN DETAIL A 06.16.21 Permit Set A 07.15.21 Addendum A