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HomeMy WebLinkAboutS111a - PARTIAL PODIUM PLANS - BUILDNG AB C D E F G 3 2 1 A 1.2 1.1 1' - 6" 10' - 6" C24 C24 SR-6E C24 C24 C24 C24 C24 C24 C24 C24 SR-5E C18x30 C24 C24 SR-5E HATCH DENOTES 12" CONC. SHEAR WALL w/ #5 AT 12" o.c., EA. FACE EA. DIRECTION 17' - 0"13' - 1 1/8"17' - 0" 24" THICK SLAB BAND 6' - 0"4' - 6" E.O.S. 1' - 0" E.O.S.24" THICK SLAB BAND 6" E.O.S.14" POST-TENSIONED SLAB14" POST-TENSIONED SLAB14" POST-TENSIONED SLAB 31' - 7 1/2" 28' - 7 1/2"2' - 6" 6"1' - 3"36' - 7 1/2"36' - 4 1/2" 44' - 3" 23' - 2" 29' - 4 3/4" F.9 3 S561 2 S561 B.3 C24 C24 C24 EP-1 EP-1EP-1 EP-1 EP-1EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1EP-1 EP-1EP-1 EP-1 EP-1 EP-1 EP-2 EP-1 EP-1 EP-1 EP-3 EP-3 2' - 6"10' - 9 3/4"2' - 3 3/4" 2 1/4" EP-3 EP-3 10"1' - 0 1/4"1' - 3 1/2" 1' - 1 1/4" 2' - 6" 5' - 4" 2' - 6" 4' - 11 1/4" EP-3 EP-3 7 3/4" 9 1/2" 1' - 6 3/4" 2' - 9"7 1/2"EP-3 EP-3, TYP. OF (5) AT CORNER10"6"9"1' - 0 1/2" 1' - 4 1/4" 8' - 8" 2' - 6" 8' - 6 1/2" 2' - 6" EP-3 S561 1 6"1' - 0"EP-3, TYP. OF (4) AT CORNER EP-3, TYP. OF (5) MITER -CUT RELIEF ANGLE AND WELD, TYP. AT CORNERS / RETURNS 32 S560 32 S560 24" THICK SLAB BAND 24" THICK SLAB BAND 0.91.9 3.1 C18x27.5 SR-1E C18x38 OPEN 6' - 5" 4' - 4"48x39 PT BEAM 48x39 PT BEAM 48x39 PT BEAM 48x39 PT BEAM 48x39 PT BEAM 48x39 PT BEAM 48x39 PT BEAM OPENOPEN OPENOPEN 2' - 4" 6' - 5" 3' - 0" 6' - 0 3/4" 6' - 11 1/2" 4 1/2"2' - 4" 2' - 11 1/4" 2' - 4" 2' - 11 1/4"10' - 11" 3' - 0" 2' - 4" 5' - 8"10' - 10 1/2" 3' - 4"4' - 8"24" THICK SLAB BAND5' - 11"3' - 6" 7' - 6" GC 2" EXPANSION JOINT MATCHING FIREWALL LOCATION ABOVE 2" EXPANSION JOINT MATCHING FIREWALL LOCATION ABOVE H J K AA AD AG AH 4 5 6 L M N A1 A2 A3 3 3 2 2 1 1 AF AC AB M.8 M.9 1.1 C24 SR-3C C24 C24 SR-3C C24 SR-1C C24 SR-2E C24 SR-1C C24 C24 C24 C24 C24 SR-5E C24 C24 C24 C24 C24 C24 C24 C24 C24 SR-5E C24 C24 SR-5E C24 SR-2E C24 C24 C24 SR-7EOPEN FOR STAIRSHATCH DENOTES 12" CONC. SHEAR WALL w/ #5 AT 12" o.c., EA. FACE EA. DIRECTION 6" E.O.S.14" POST-TENSIONED SLAB1' - 6" E .O.S.3 ' - 6" E .O.S.1' - 6" E .O.S.2' - 2" E.O.S.6" E.O.S.1' - 6" E.O.S.1' - 6" E.O.S.31' - 7 1/2" 31' - 1 1/2" 6"22 ' - 3 3/4" 9' - 9 3/4" 32' - 1 1/2"3' - 1"22' - 0" 40' - 3 1/2" 31' - 7 1/2" 28' - 7 1/2" 2' - 6" 6" 3' - 1" 22' - 0" 40' - 3 1/2" 31' - 7 1/2" 31' - 7 1/2"31' - 7 1/2"28' - 7 1/2" 2' - 6" 6"44 ' - 11 1/4"33' - 8 1/4" 26' - 7" 24" THICK DROP CAP 24" THICK DROP CAP 24" THICK DROP CAP 24" THICK DROP CAP 24" THICK DROP CAP 24" THICK DROP CAP 2' - 2" E .O.S . 3 ' - 6"3' - 0"3' - 0" 3 ' - 0" 3' - 0" 3' - 6 " 1' - 6 " E.O . S.3 ' - 6 "3' - 0" 3' - 0" 3' - 6" E .O.S . 3 ' - 6"3' - 0" 3' - 0"3' - 0" 3' - 0"3' - 6" E. O .S.3 ' - 6"2 ' - 2 " E.O . S.3' - 6 "3 ' - 0" 3 ' - 0" EP-1 EP-2 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1 1' - 8" 1' - 5"1' - 3"EP-3, TYP. OF (4)3' - 2" 1' - 8" 1' - 6"3' - 2" 3' - 2" 2' - 4 5/8"2' - 1"5 7/8"2' - 0 1/8"10 3/4"1' - 11"1' - 11"1' - 8" 2' - 8" 2 ' - 9 1/2" 2 ' - 8" 3' - 7 1/4" 3 ' - 6"2 ' - 0 1/2" 2' - 0 1/4"3' - 6" 2 ' - 0" 2' - 0 5/16" 2' - 0"2 ' - 0"1' - 7"1' - 8"5" (4) AT 3 '- 1 1/2" = 12 ' - 6" 2' - 10" 7' - 3" 2' - 0"10" 1' - 8"2' - 5 1/2"1' - 6" 1' - 2" 1' - 8" 7' - 3" 2' - 6" 1' - 2 " 1' - 9"2' - 6"2' - 6"EP-3, TYP. OF (4) EP-3, TYP. OF (11) EP-3, TYP. OF (4) EP-3, TYP. OF (3) EP-3, TYP. OF (4) EP-3, TYP. OF (3) EP-3, TYP. OF (11) EP-3, TYP. OF (4) EP-3, TYP. OF (4) EP-3, TYP. OF (3) MITER -CUT RELIEF ANGLE AND WELD, TYP. AT CORNERS / RETURNS MITER -CUT RELIEF ANGLE AND WELD, TYP. AT CORNERS / RETURNS MITER -CUT RELIEF ANGLE AND WELD, TYP. AT CORNERS / RETURNS 31 S560 TYP. 2 S561 TYP. 2 S561 TYP. 24" THICK SLAB BANDOPEN 16x39 PT BEAMOPEN 6' - 0"48x48 PT BEAM48x48 PT BEAM 48x48 PT BEAM OPENOPENC18 20x36 PT BEAMOPENSTRESSING BLOCKOUT STRESSING BLOCKOUT6' - 0" OPEN14" POST-TENSIONED SLAB14" POST-TENSIONED SLAB16x39 PT BEAM48x39 PT BEAMOPEN OPEN1' - 7 3/4" 9' - 0 1/2"3' - 0 3 / 4 " 2 ' - 0" 4' - 10" 2 ' - 7" 3" 13 ' - 2 3/8" HSS12X4X3/8 4' - 1 0 "3' - 9 3 / 4 " 1' - 8 " 9' - 0" 1/2"2 ' - 0" 3' - 0 3/4 "2' - 6 5/8" 6 ' - 11 7/8" 2' - 7 " 4' - 1 0 "1' - 4" 2' - 1 1/2"3' - 0 1/2" 5' - 8 1/2" AG.5 A1.8 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. LHB Project Number: 20097 9/3/2021 10:22:09 AM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S111a PARTIAL PODIUM PLANS - BUILDNG A The Corner Carmel, IN SAC SAC 116th Street & Rangeline Carmel, INThe Corner Carmel, IN •01.18066.0030 South Meridian Street, Suite 1100 Indianapolis, IN 46204 1/8" = 1'-0" 1 PODIUM FRAMING PLAN -BUILDING A W 1/8" = 1'-0" 2 PODIUM FRAMING PLAN -BUILDING A NE 06.16.21 Permit Set A 07.15.21 Addendum A C 09.01.21 IFC Set 11/15/21