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HomeMy WebLinkAboutS130L B-AB B-AA B-A2 B-A1 S1 S1 HSS8X8X3/8 (BELOW) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS8X8X3/8 (BELOW) HSS8X8X3/8 (BELOW) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS8X8X3/8 (BELOW) HSS6X6X3/8 HSS6X6X3/8 W27X94 (24)W27X94 (24)6' - 2"3' - 2 3/8" 3' - 4" 43' - 7" 9"5 S130 S1303 EL-1HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB)9' - 6 3/8"9' - 6 3/8" 9' - 6 1/2" 9' - 6 3/8" 9' - 6 3/8" 4 S561 8 S130 TYP. (BELOW) (BELOW) HSS6x6x3/8 DIAG. BRACE (BELOW) HSS6x6x3/8 DIAG. BRACE (BELOW) HSS6x6x3/8 DIAG. BRACE (BELOW) HSS6x6x3/8 DIAG. BRACE (BELOW) COORD. SLAB SLOPES w/ ARCH. DRAWINGS (SEE SHEET A321) B-B1B-B2 B-BA B-BB W24X68 (24)W24X68 (24)HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS4X4X3/8 (STUB) HSS8X8X3/8 (BELOW) HSS8X8X3/8 (BELOW) HSS8X8X3/8 (BELOW) HSS8X8X3/8 (BELOW) S1 6' - 2" 5 S1301' - 4"8' - 6" 9' - 9 1/2" 9' - 0 1/2" 9 1/2"HSS6x6x3/8 DIAG. BRACE (BELOW) HSS6x6x3/8 DIAG. BRACE (BELOW) HSS6X6X3/8 (BELOW) HSS6X6X3/8 (BELOW) S1304EL-2HSS6x6x3/8 DIAG. BRACE (BELOW) HSS6x6x3/8 DIAG. BRACE (BELOW) COORD. SLAB SLOPES w/ ARCH. DRAWINGS (SEE SHEET A321) 6' - 2" 4 12 HSS5x3x5/16, TYP. A.E.S.S. CATEGORY 3 RAILING PER ARCH. DRAWINGS SLAB ON METAL DECK PER PLAN 3", 20 GA. TYPE N METAL ROOF DECK, TYP. STUB COLUMNS PER PLAN, A.E.S.S. CATEGORY 3 S130 7 S130 6 B-AB B-AA 5 S130 45° GC 43' - 7" W.P. 832.98' HSS6x6x3/8 W.P. 833.69' CAP PLATE PER X/S130 3" EXPANSION JOINT 3" EXPANSION JOINT RAILING PER ARCH. DRAWINGS STEEL BEAM PER PLAN TYP. 8 S130 W.P. 839.55' (T/BEAM) W.P. 840.43' (T/BEAM) BRIDGE FRAMING PLAN NOTES 1. REFER TO SHEET S001-03 FOR STRUCTURAL NOTES, DESIGN DATA & SCHEDULES. 2. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS. THE MECHANICAL, ELECTRICAL, AND PLUMBING ASPECTS ARE NOT IN THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT BE INDICATED. 3. ALL STRUCTURAL STEEL FOR BRIDGE FRAMING IST TO BE PAINTED WITH A ZINC-RICH WEATHERPROOF PRIMER AND FINISHED PAINT SYSTEM. 4. STRUCTURAL STEEL TO BE CLASSIFIED AS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (A.E.S.S.). REFER TO PLANS AND SECTIONS FOR SPECIFICS CATEGORIES. PLAN LEGEND: S1 2 1/2" NORMAL WEIGHT CONC. SLAB w/ 6x6 W2.9xW2.9 W.W.F. ON 2", 18 GA. GALV. COMPOSITE FLOOR DECK. TOTAL THICKNESS = 4 1/2". GA B-BAB-BB GA 3" EXPANSION JOINT 3" EXPANSION JOINT W.P. 840.48' (T/BEAM)(T/BEAM) W.P. 841.08' W.P. 834.52' W.P. 834.52' 27' - 4" 5 S130 TYP. MAIN COLUMNS: A.E.S.S. CATEGORY 3 TUBE BRACES: A.E.S.S. CATEGORY 2 MAIN GIRDERS: A.E.S.S. CATEGORY 2 UPPER STUB COLUMNS: A.E.S.S. CATEGORY 3 TUBE RAFTERS: A.E.S.S. CATEGORY 3 8"1 3/4"L4x4x1/4 CONT. 1' - 6 3/8" 5" 5/16" CLOSURE PLATE, SEAL WELD ALL AROUND STEEL TUBE PER PLAN 1/2"x5"x8" CAP PL. 5/16" 8" EA. SIDE OF TUBE 2" TYP.3/8" GUSSET, TYP. STUB COLUMN PER PLAN W.P. ELEV. ( SEE NOTE) W.P. ELEVATIONS: BLDG. A: 849.97' BLDG. B: 851.27' L4x4x1/4 CONT. 5/16" CLOSURE PLATE, SEAL WELD ALL AROUND STEEL TUBE PER PLAN 1/2"x5"x8" CAP PL. 5/16" 8" EA. SIDE OF TUBE 2" TYP.3/8" GUSSET, TYP. STUB COLUMN PER PLAN 8 "1 3/4"1' - 6 3/8"5" W.P. ELEV. ( SEE NOTE) W.P. ELEVATIONS: BLDG. A: 852.30' BLDG. B: 853.61'5 1/4"8" 4"DIAG. BRACE PER ELEVATION, A.E.S.S. CATEGORY 2 HSS6x6x3/8, A.E.S.S. CATEGORY 2 STEEL COL. PER PLAN, A.E.S.S. CATEGORY 2 HSS6x6x3/8, A.E.S.S. CATEGORY 2 HSS6x6x3/8, A.E.S.S. CATEGORY 2 6' - 2" 1" CAP PL. w/ (4) 3/4" DIA. A325 GALV. BOLTS. W.P. ELEV. = B/DIAG. BRACE W.P. PER ELEVATIONS W.P. AT T/BEAM PER ELEVATIONS 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 8/20/2021 12:08:23 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S130 BRIDGE FRAMING PLANS AND SECTIONS 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 1/4" = 1'-0" 1 BLDG. A BRIDGE FRAMING PLAN 1/4" = 1'-0"2 BLDG. B BRIDGE FRAMING PLAN 1/2" = 1'-0"5 FRAMING SECTION 1/4" = 1'-0" 3 EL-1: BLDG. A BRIDGE 1/4" = 1'-0" 4 EL-2: BLDG. B BRIDGE 1 1/2" = 1'-0" 7 BRIDGE -LOW EAVE SECTION 1 1/2" = 1'-0"6 BRIDGE -HIGH EAVE SECTION 3/4" = 1'-0" 8 BRIDGE -BRACING SECTION 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21