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HomeMy WebLinkAboutS111b - PARTIAL PODIUM PLANS - BUILDING AHATCH DENOTES 12" CONC. SHEAR WALL w/ #5 AT 12" o.c., EA. FACE EA. DIRECTION 2" EXPANSION JOINT MATCHING FIREWALL LOCATION ABOVE 56 7 8 9 10 12 13 L M N 11 M.8 M.9 C24 SR-1C C24 C24 SR-1 C24 SR-1 C24 SR-1C C24 SR-5E C24 SR-1E C24 SR-1E C24 C24 SR-5E C24 C24 SR-5E C24 SR-3C C24 SR-3C C24 SR-3E C24 C24 SR-3E C24 SR-1C C24 SR-2E C24 SR-1COPEN FORSTAIRSOPEN FORELEVATOR1' - 6" E.O.S.22' - 0"24" THICK SLAB BAND 24" THICK SLAB BAND 14" POST-TENSIONED SLAB 14" POST-TENSIONED SLAB 14" POST-TENSIONED SLAB 6' - 0" 6' - 0"1' - 6" E.O.S.7' - 6"1' - 0" E.O.S. 1' - 6" E.O.S.10' - 6" 1' - 6" E.O.S. 2' - 6" E.O.S.6" E.O.S.3' - 6" E.O.S.3' - 1"17' - 9 1/4" 22' - 11 3/4" 1' - 10" 22' - 11 1/2" 22' - 9 3/4" 43' - 10 1/2" 35' - 11" 34' - 3" 31' - 7 1/2"28' - 7 1/2" 2' - 6" 6"SEE S130 FOR BRIDGE FRAMING 24" THICK DROP CAP3' - 0"3' - 0" 14 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-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 6"2' - 6" 7" 8' - 7" 2' - 8 1/4"11 1/4" 9' - 2" 2' - 6" 1 1/4" 1' - 11" 6"2' - 4 3/4"8' - 7"2' - 6" 5' - 8 1/4" 3' - 8 1/4" 2' - 6" MITER -CUT RELIEF ANGLE 6" MITER -CUT RELIEF ANGLE AND WELD MITER -CUT RELIEF ANGLE AND WELD 1' - 4"1' - 0 3/4"5 3/4"1' - 11" EP-3, TYP. OF (3) AT CORNER EP-3, TYP. OF (3) EP-3, TYP. OF (3) MITER -CUT RELIEF ANGLE EP-3 EP-3, TYP. OF (3) EP-3 EP-3 EP-3 EP-3 EP-3, TYP. OF (3)EP-3 2' - 6" 4 S561 31 S560 TYP. 31 S560 TYP. 2 S561 3 S561 TYP.TYP.3x10 (D.F. No. 1 & BETTER) (7) EQ. SPACES3x10 (D.F. No. 1 & BETTER) (7) EQ. SPACES3x10 (D.F. No. 1 & BETTER) (7) EQ. SPACES3x10 (D.F. No. 1 & BETTER) (6) EQ. SPACES8x12-P.P.T.(D.F. No. 1 & BETTER)8x12-P.P.T.(D.F. No. 1 & BETTER)8x12-P.P.T.(D.F. No. 1 & BETTER)8x12-P.P.T.(D.F. No. 1 & BETTER)DASHED LINE INDICATES 2x PURLINS AT 24" o.c. MAX. DEPTH VARIES TO CREATE SLOPE (1/4":12") HATCHED AREA DENOTES 3/4" APA- RATED "EXTERIOR" SHEATHING. 8x12-P.P.T. 8x12-P.P.T. 8x12-P.P.T. 8x12-P.P.T. 8x12-P.P.T.9 1/2"12' - 10" 17' - 0" 1' - 0" 16' - 0" 15' - 0" 7 1/2" 6' - 0" 48x39 PT BEAM 48x39 PT BEAM 48x39 PT BEAM 16x39 PT BEAMOPENOPEN 3' - 8" 2' - 11 1/2" 1' - 4"2' - 4"2' - 11 1/4"7' - 7"1' - 1"2' - 4"2' - 11 1/4"5 S561 3' - 6"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 10:22:17 AM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S111b PARTIAL PODIUM PLANS - BUILDING 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 S 06.16.21 Permit Set A 07.15.21 Addendum A C 09.01.21 IFC Set 11/15/21