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HomeMy WebLinkAboutS525 - CLADDING CANOPY PLANS16 0.8A 11"4'-1 1/4"8"1 1/4"7'-8 1/4"1 1/4"8"3 3/4"A C10x20 HSS10x5x1/4C10x20 C10x20TB 9'-1"TB 9'-1"TB 11'-9 1/2"TB 9'-1" TB 9'-1" 4 S526 ● 16 A.3 5 S526 1'-1 1/2"1'-7 3/4"1'-11 1/4"1 1/4"8'-10 3/4"1 1/4"C10x20 C10x20HSS10x5x1/4C10x20TB 10'-0"TB 10'-0"TB 10'-0"TB 10'-0" A 16 D.3 7 S526 1'-4 3/4"1'-5 3/4"1 1/4"6'-6 3/4"1 1/4"2'-7"A HSS10x5x1/4C10x20C10x20 C10x20TB 10'-0"TB 10'-0"TB 10'-0"TB 10'-0" 16 D.3 8 S526 8"1 1/4"9'-6 1/4"1 1/4"8"12'-1"8"3'-11 1/4" A HSS10x5x1/4C10x20 C10x20C10x20 TB 9'-1"TB 9'-1"TB 9'-1" TB 9'-1"TB 11'-9 1/2"16 D.8 1'-4 3/4"1'-5 3/4"2'-7 1/4"1 1/4"6'-6 3/4"1 1/4"HSS10x5x1/4C10x20 C10x20C10x20 A TB 10'-0"TB 10'-0"TB 10'-0"TB 10'-0"7 S526 ● 16 L.1 1'-1 1/2"1'-7 3/4"1 1/4"8'-10 3/4"1 1/4"2'-7 1/2"HSS10x5x1/4C10x20C10x20 C10x20 A TB 10'-0"TB 10'-0"TB 10'-0"TB 10'-0" 5 S526 ● 1615 0.8A 4 S526 1'-0"8"1 1/4"7'-8 1/4"1 1/4"8"4 1/4"11"4'-1 1/4"HSS10x5x1/4 C10x20 C10x20C10x20ATB 9'-1"TB 9'-1"TB 9'-1"TB 9'-1"TB 11'-10" N 16 L.5 11"4'-1 1/4"3 1/4"8"1 1/4"7'-8 1/4"1 1/4"8"11 1/2"A C10x20 HSS10x5x1/4C10x20C10x20TB 11'-9 1/2"TB 9'-1"TB 9'-1"TB 9'-1" TB 9'-1" 4 S526 ● N 1615 1'-0"8"1 1/4"7'-8 1/4"1 1/4"8" 4 1/4"4'-1 1/4"11 1/2"AHSS10x5x1/4 C10x20C10x20 C10x20TB 11'-9 1/2" TB 9'-1"TB 9'-1"TB 9'-1"TB 9'-1"4 S526 ● M N 151313.9 9 S526 4'-0 1/4"1 1/4"9'-11 1/4"10'-4"9'-5 1/2"1 1/4"2'-5 1/4"1'-5 1/4"1'-0 1/4"1'-10 7/8"AAAC10x20C10x20HSS10x5x1/4 HSS8x4x1/4HSS8x4x1/4C10x20HSS10x5x1/4 HSS10x5x1/4 TB 10'-0"TB 10'-0"TB 9'-11"TB 9'-11"TB 10'-0" TB 10'-0"TB 10'-0"TB 10'-0"TB INDICATES SPAN OF 1 1/2", 20 GA, METAL ROOF DECK. SEE S500 FOR DECK FASTENING REQUIREMENTS. INDICATES TOP OF BEAM ELEVATION. STRUCTURAL STEEL FRAMING NOTES: 1. PROJECT ELEVATION 0'-0" = USGS 833.50". 2. SEE S000 SERIES DRAWINGS FOR GENERAL NOTES, CONCRETE SCHEDULES, DESIGN INFORMATION, AND LOADING CRITERIA. 3. SEE SPECIFICATION SECTION 099701 FOR REQUIRED FINISH ON EXPOSED STRUCTURAL STEEL. LEGEND A THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:20:29 PMS525 CLADDING CANOPY PLANSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 1/2" = 1'-0"2 ENLARGED CANOPY PLAN DETAIL SCALE: 1/2" = 1'-0"3 ENLARGED CANOPY PLAN DETAIL SCALE: 1/2" = 1'-0"4 ENLARGED CANOPY PLAN DETAIL SCALE: 1/2" = 1'-0"5 ENLARGED CANOPY PLAN DETAIL SCALE: 1/2" = 1'-0"6 ENLARGED CANOPY PLAN DETAIL SCALE: 1/2" = 1'-0"7 ENLARGED CANOPY PLAN DETAIL SCALE: 1/2" = 1'-0"1 ENLARGED CANOPY PLAN DETAIL SCALE: 1/2" = 1'-0"8 ENLARGED CANOPY PLAN DETAIL SCALE: 1/2" = 1'-0"9 ENLARGED CANOPY PLAN DETAIL SCALE: 1/2" = 1'-0"10 ENLARGED CANOPY PLAN DETAIL Revision ID Transmittal Set Date Transmittal Set Name