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HomeMy WebLinkAboutA321 - BLDG A - ENLARGED BRIDGE ELEVATIONS AND SECTIONSBLDG A L 02 +839' -10 7/16" BLDG A L 03 +850' -6 5/16" GARAGE L 01 +819' -10" GARAGE L 02 +830' -4" GARAGE L 03 +840' -10" GARAGE L 04 +851' -4" LGC BLDG A L 01.1 +818' -1 13/16" 26 A321 00 FOUNDATION PLAN 816'-0" 01 SLAB ON GRADE PLAN 818'-0" GC B-AA 4" DOWNSPOUT, PAINTED BLACK 6" OGEE GUTTER 6" TALL CONCRETE BASE 42" GUARDRAIL, ATTACH TO COLUMN RAILING POST, CENTERED BETWEEN COLUMNS 12 A322 12 A321 10 A321 BLDG A L 02 +839' -10 7/16" BLDG A L 03 +850' -6 5/16" BLDG A L 01.1 +818' -1 13/16" 5 A321 25 A321 STANDING SEAM METAL ROOF 4" HHS COLUMN 42" GUARDRAIL DECORATIVE GUSSET PLATE STEEL BEAM, REF. STRUCTURAL METAL COLUMNS,REF. STRUCTURAL 6"CONCRETE BASE3'-6"10 A322 26 A321 B-AA CLCL 6"7'-0"6"CLCLCLCLCLCLEQEQEQEQEQ48'-8 3/4"49'-11 3/4"GUARDRAIL CL6"CL6"6'-0"0.25:12SLOPE DOWNA LIGHTWEIGHT CONCRETE WITH TRAFFIC COATING. MAX. 2% CROSS SLOPE. 4" HHS COLUMN, REF. STRUCTURAL RAILING POST, CENTER BETWEEN COLUMNS SEISMIC JOINT SEISMIC JOINT 12 A321 18 A322 3". 20 GA. ROOF DECK, REF. STRUCTURAL HHS BEAM, REF. STRUCTURAL STANDING SEAM METAL ROOF AT 16" O.C. WITH SNOW GUARDS MECHANICALLY ATTACHED WITHOUT PENETRATING UNDERSIDE OF ROOF HHS COLUMN, REF. STRUCTURAL 3 12 6" OGEE GUTTER A METAL FLASHING BLDG A L 02 +839' -10 7/16" STEEL ANGLE CONCRETE SLAB WITH TRAFFIC COATING GUARDRAIL, EXTEND POST AND WELD TO ANGLE STEEL WIDE FLANGE BEAM, REFERENCE STRUCTURAL STEEL BRACING, REFERENCE STRUCTURAL 4'-9 1/2"1"2'-3"4 3/4"HSS COLUMN, REFERENCE STRUCTURAL 26 A321 GC B-AA HSS COLUMN, REF. STRUCTURAL DOWNSPOUT CLCL1'-3 3/4"43'-6 3/4"5'-1"CLCL 6'-2" ACCESS CONTROL PANEL, PROVIDE 30X48 CLEAR FLOOR SPACE L GC B-AA CLCLEQEQ CL SURFACE MOUNTED LINEAR LIGHTS IN A CONTINUOUS ROW, REF. ELECTRICAL. CENTER BETWEEN COLUMNS 3" CONSTRUCTION SPECIALTIES ALS EXPANDABLE FLOOR COVER WITH EXPANSION JOINT 8" CAST IN PLACE WALL BEYOND BRIDGE CONCRETE GARAGE SLAB, REF. STRUCTURAL 1" STANDING SEAM METAL ROOF COUNTERFLASHING FLASHING STRIP SET IN SEALANT EXPANSION JOINT. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTION AND RECOMMENDATIONS 1 1/2"FLASHING COVER, EXTEND OVER EXPANSION JOINT HSS TUBE BEAM, REF. STRUCTURAL HSS COLUMN, REF. STRUCTURAL WALL AS SCHEDULED 3" 20 GA. ROOF DECK, REF. STRUCTURAL 3"BRIDGE DOOR AS SCHEDULED CONSTRUCTION SPECIALTIES ALS EXPANDABLE FLOOR COVER WITH EXPANSION JOINT 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 3:32:15 PM C:\Revit Projects\18066-Corner Carmel-CENTRAL-19_smatsumotoBZ9SZ.rvtLRK Project Number: 01.18066.00 A321 BLDG A -ENLARGED BRIDGE ELEVATIONS AND SECTIONS The Corner Carmel, IN VWB SWMThe Corner Carmel, IN • 01.18066.00 1685 E. 116th Street, Carmel, IN SCALE: 1/4" = 1'-0" 7 BUILDING A - BRIDGE ELEVATION SCALE: 1/4" = 1'-0" 26 BLDG A BRIDGE SECTION SCALE: 1/4" = 1'-0" 29 SECOND FLOOR PLAN SCALE: 1 1/2" = 1'-0" 5 BRIDGE - ROOF DETAIL SCALE: 1 1/2" = 1'-0" 25 BRIDGE DETAIL SCALE: 1/4" = 1'-0" 30 GROUND FLOOR PLAN SCALE: 1/4" = 1'-0" 27 REFLECTED CEILING PLAN A SCALE: 1 1/2" = 1'-0" 12 THRESHOLD AT GARAGE A SCALE: 3" = 1'-0" 10 ROOF EXPANSION JOINT A SCALE: 1 1/2" = 1'-0" 6 THRESHOLD AT BUILDING A A 06.16.21 Permit Set A 07.15.21 Addendum A