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HomeMy WebLinkAboutS501 - STEEL SECTIONS AND DETAILSGB G.9A 3/16 3-12 SLAB PER PLAN EP1 ROOF DECK PER PLAN L4x4x5/16, CONT COLUMN PER PLAN 1/4" x 4 1/2" x 0'-8", TYP 3/16 TYP 1/4" x 3" X 0'-8", NS AND FS, TYP LVL BEAM PER PLAN 3/8" HOLE NS AND FS, TYP 1/4" x 3 1/4" x 0'-4 1/2", TYP TRUSS PER PLAN 1/4" x 4 1/2" x 0'-8", TYP 1/4" x 3" X 0'-8", NS AND FS, TYP 1/4" x 3 1/4" x 0'-4 1/2", TYP 3/8" HOLE NS AND FS, TYP SECOND LEVEL 17'-6" SLAB PER PLANEP1 ROOF DECK PER PLAN 1/4 4" MIN BEAM PER PLAN 2L4x4x5/16 x 0'-9" TOP AND BOTTOM THROUGH A572 GR50 PLATES TO MATCH THICKNESS OF GREATER BEAM FLANGE, PROVIDE WIDTH LARGER OF GREATER BEAM FLANGES OR 1/2" WIDER THAN HSS COLUMN 3/16 TYPFINISHED ENDS OF HSS ABOVE AND BELOW EACH PLATE SINGLE PLATE SHEAR SLIP CRITICAL CONNECTION CJP, TYP NOTE:EXACT DETAIL CONFIGURATION MAY VARY IF BEAM ON ONLY ONE SIDE OR NO COLUMN ABOVE NOTE: PROVIDE SINGLE STIFFENER ALIGNED WITH COLUMN WEB, EACH SIDE, IF COLUMN ORIENTATION VARIES. SINGLE STIFFENER MAY BE USED FOR SINGLE PLATE SHEAR CONNECTION FOR BEAM FRAMING IN FROM ONE SIDE. PLATE THICKNESS IS TO BE AS REQUIRED FOR BEAM CONNECTION. 3/8" STIFFENERS EACH SIDE TYP TYPSTEEL COLUMN, SEE PLAN FOR SIZE ALIGN STIFFENERS WITH FLANGES OF COLUMN FOR COLUMN WEB ORIENTATIONS BETWEEN 0 AND 45 DEGREES TO BEAM WEB (1) -3/4" COLUMN CAP PLATE (4) -3/4" Ø A325 BOLTS SPACED 6" EACH WAY 6" SECOND LEVEL 17'-6" 3.2 TB 20'-1 1/2" DBE 16'-4 1/2" BEAM PER PLAN BEAM PER PLAN 3/16 2-12 ROOF DECK PER PLAN ROOF DECK PER PLAN CONT. L4x4x5/16 PLAN SEE 2'-9 3/4" 17'-6 1/8"8'-5 7/8" EL 55'-10 1/2" EL 44'-0" EL 43'-6" 4 3/4" STRUCTURAL FRAMING PER PLAN EL 43'-6 1/2" AT COLUMN CAP PLATE TRUSS MEMBERS NOT SHOWN FOR CLARITY TRUSS BOUNDARY LINE EL 44'-0" EL 44'-0" EL 43'-6" TRUSS MEMBERS NOT SHOWN FOR CLARITY VARIES ELEV. VARIES TRUSS BOUNDARY 4 3/4" OR 2'-9 3/4" BEAM PER PLAN SECOND LEVEL 17'-6" 3.2 BEAM PER PLAN 3/16 2-12 ROOF DECK PER PLAN CONT. L4x4x5/16 DBE 16'-4 1/2" E.3 1'-0"2'-9" 3/16 3/8"x5" PLATE COPE W14 FLANGE AND WEB3/16 EA SIDE ROOF DECK PER PLAN L4x4;SEE 7/S501 BEAM PER PLAN EL 48'-3 3/8" EL 42'-9" EL 43'-3 5/8" TRUSS BOUNDARY LINE TRUSS MEMBERS NOT SHOWN FOR CLARITY 2 1/2"10'-8" BEAM PER PLAN ELEV. VARIES EL 43'-3 5/8" VARIES 5" EL 42'-9" TRUSS BOUNDARY LINE TRUSS MEMBERS NOT SHOWN FOR CLARITY BEAM PER PLAN EL 42'-9" EL 43'-2 1/2" ELEV VARIES TRUSS BOUNDARY LINE TRUSS MEMBERS NOT SHOWN FOR CLARITY STRUCTURAL FRAMING PER PLAN 3 1/2"VARIES 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 2:20:15 PMS501 STEEL SECTIONS AND DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 1" = 1'-0"5 SECTION SCALE: 1" = 1'-0"3 SECTION AT LVL SEAT SCALE: 1" = 1'-0"4 SECTION SCALE: 1" = 1'-0"2 TYP. MOMENT CONN. THROUGH COLUMN FLANGE SCALE: 1" = 1'-0"1 TYP MOMENT CONNECTION AT TOP OF COLUMN SCALE: 3/4" = 1'-0"6 SECTION SCALE: 3/8" = 1'-0"9 CF01 GEOMETRY SCALE: 3/8" = 1'-0"10 CF02 GEOMETRY SCALE: 3/4" = 1'-0"7 SECTION SCALE: 3/4" = 1'-0"8 SECTION SCALE: 3/4" = 1'-0"11 CF03 GEOMETRY SCALE: 3/4" = 1'-0"12 CF04 GEOMETRY SCALE: 3/4" = 1'-0"13 CF05 GEOMETRY Revision ID Transmittal Set Date Transmittal Set Name