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HomeMy WebLinkAboutS504-STEEL-SECTIONS-AND-DETAILS-Rev.3Y DEFLECTION CLIP PER COLD-FORMED STEEL SUPPLIER BEAM PER PLAN BENT PL5/16 x 3 x PLAN DIM CONT 3/16 2-12 ROOF DECK AND ORIENTATION PER PLAN COLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIER EOD PER PLAN WALL FINISH PER ARCH PRECAST HOLLOW - CORE SLAB PER PLAN TOPPING PER PLAN COLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIER WALL FINISH PER ARCH CAST SOLID END OR GROUT SOLID AS REQUIRED FOR EXTERIOR WALL ASSEMBLY BEAM PER PLAN 1/4 3-12 ROOF DECK PER PLAN BENT PL3/8 x 3 x PLAN DIM CONT EMBED PLATE BY PRECASTER. PROVIDE EMBED PLATES AT 4'-0" OC TO RESIST 2 KIPS OF LATERAL LOADING. 1/4 1/4 TYP PL1/2 x 6 x 1'-0" @ 4'-0" OC PLAN EOD PER PARTITION SUPPORT BEAM PER PLAN STIFF PL3/8, ES @ 4'-0" OC NOTES: 1.CONFIRM ELEVATION OF B/STL WITH OPERABLE PARTITION SUPPLIER PRIOR TO FABRICATION OF STRUCTURAL STEEL. HANGER ROD PER OPERABLE PARTITION SUPPLIER TRACK PER OPERABLE PARTITION SUPPLIER HOLLOW CORE SLAB W/ TOPPING SLAB PER PLAN BEAM PER PLAN B/STL PER PLAN 3/16 TYP BEAM PER PLAN PRECAST HOLLOW -CORE SLAB PER PLAN CAST SOLID END OR GROUT SOLID AS REQUIRED FOR EXTERIOR WALL ASSEMBLY COLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIER COLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIER WALL FINISH PER ARCH T/PARAPET PER ARCH 1 1 BEAM PER PLAN CONT L6X6X3/4 BEARING ANGLE EA SIDE 3/8 3/8 TYP CONTROL JT IN TOPPING SLAB HOLLOW CORE SLAB W/ TOPPING SLAB PER PLAN EMBED PL BY PRECASTER, TYP (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL) TYP T/SLAB PER PLAN PROVIDE END CAP OR DAM AT OPEN CORES AS REQUIRED TO LIMIT TOPPING LOSS, TYP NOTES: 1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE. OF BEAM 1" CLR, MAX T/STL PER PLAN STIFF PL3/8, ES @ 2'-0" OC NOTES: 1. SEE "TYPICAL STRUCTURAL STEEL WALL DETAIL" FOR ADDITIONAL INFORMAITON. 2. STABILIZE WALL AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE. 6" 1/4 1/4 L4x4x1/2 CONT T/PC PER PLAN T/PC PER PLAN PRECAST HOLLOW-CORE SLAB PER PLAN, TYP. CAST SOLID END OR GROUT SOLID. PAVER SYSTEM PER ARCH. SLOPE AWAY FROM STRUCTURE. HSS PER DETAIL, TYP TENSION ROD, TYP GUSSET PLATE, 3/4" MIN NOTES: 1. GALVANIZE ALL EXPOSED STRUCTURAL STEEL. WALL FINISH PER ARCH BEAM PER SECTION. MOMENT CONNECTION BACK TO COLUMN PER CONNECTION ENGINEER. V = 80K H = 70K M = 125K-FT BEAM END PLATE, 1" MIN #5 CLEVIS, TYP COLUMN PER PLAN T/STL 46'-1" WP 44'-9 1/8" WP 44'-2 1/2" 7"3' - 0" 3 1/2"3 1/2" WP 45'-9 3/4"EQEQDEFLECTION CLIP PER COLD-FORMED STEEL SUPPLIER COLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIER COLD-FORMED STEEL WALL TRUSS AND CONNECTION TO STRUCTURE PER SUPPLIER. SPACE AT 16" OC MAX. WALL FINISH PER ARCH PRECAST HOLLOW-CORE SLAB PER PLAN, TYP TOPPING PER PLAN CAST SOLID END OR GROUT SOLID AS REQUIRED FOR EXTERIOR WALL ASSEMBLY, TYP COLD-FORMED STEEL OVERFRAMING TRUSS AND CONNECTION TO STRUCTURE PER SUPPLIER. SPACE AT 2'-0" OC MAX. 1", 22 GAUGE, TYPE E GALVANIZED METAL ROOF DECK, MIN. COLD- FORMED STEEL SUPPLIER SHALL DEFINE FASTENING REQUIREMENTS. DEFLECTION CLIP PER COLD-FORMED STEEL SUPPLIER BEAM PER PLAN, TYP BENT PL5/16 x 3 x PLAN DIM CONT, TYP 3/16 2-12 TYP COLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIER WALL FINISH PER ARCH ROOF DECK AND ORIENTATION PER PLAN, TYP L6X4X3/8 (LLH) CENTERED UNDER STUD WALL (PROVIDE 3/16" FILLET WELD X 2" LONG TO EA SUPPORT) T/PARAPET PER ARCH BEAM PER PLAN BENT PL5/16 x 3 x PLAN DIM CONT ROOF DECK AND ORIENTATION PER PLAN COLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIER WALL FINISH PER ARCH STIFF PL3/8, ES @ 4'-0" OC COLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIER T/PARAPET PER ARCH 1 1 PL5/16 x PLAN DIM CONT WP BEAM PER PLAN TENSION ROD PL1/2 (MIN) STIFFENER PL NS & FS NOTES: 1. GALVANIZE ALL EXPOSED STRUCTURAL STEEL. #5 CLEVIS BEAM PER PLAN BENT PL3/8 x 3 x PLAN DIM CONT 3/16 2-12 ROOF DECK AND ORIENTATION PER PLAN EOD PER PLAN L3x3x1/4 CONT EDGE ANGLE (WELD TO BEAMS) BEAM PER PLAN, TYP ROOF DECK PER PLAN BEAM PER PLAN 3/8 3/8 TYP HOLLOW CORE SLAB W/ TOPPING SLAB PER PLAN, TYP. OREINTATION PER PLAN EMBED PL BY PRECASTER, TYP (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL), TYP NOTES: 1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE. T/PLANK PER PLAN STIFF PL1/2, ES @ 1'-6" OC T/SLAB PER PLAN PAVER SYSTEM PER ARCH CONT L6X6X1 BEARING ANGLE WALL FINISH PER ARCH COLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIER 1" MAX No. 11500704 BRAD L E Y G .CURT SPROFESSION A L E NG IN EERREG I S T ERED IND I A N A STATE OF DRAWING NO. DATE ASI PROJECT NO. DRAWING TITLE 3555 NW 58TH Street Suite 700-W Oklahoma City, OK 73112 T: 405.848.9549 F: 405.848.9783 www.gsb-inc.com Copyright © GSB, Inc S504 06/04/18 STEEL SECTIONS AND DETAILS 2017.01823 CARMEL, INCARMEL, IN HOTEL CARMICHAEL AT CITY CENTER ARCHITECT GSB, INC 3555 NW 58th Street, Suite 700W Oklahoma City, OK 73112 405 / 848-9549 CIVIL ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 STRUCTURAL ENGINEER American Structurepoint, Inc 7260 Shadeland Station Indianapolis, IN 46256 317 / 547-5580 MEP ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 INTERIOR DESIGNER HBA Hirsch Bedner Associates 171 17th Street NW, Suite 600 Atlanta, GA 30363 404 / 873-4379 FOOD SERVICE CONSULTANT Ricca Newmark Design 5325 South Valentia Way Greenwood Village, CO 80111 303 / 928-1333 ISSUED FOR CONSTRUCTIONN.T.S.S504 1 SECTION N.T.S.S504 2 SECTION N.T.S.S504 3 SECTION N.T.S.S504 4 SECTION N.T.S.S504 5 SECTION N.T.S.S504 6 SECTION N.T.S.S504 8 ENLARGED DETAIL N.T.S.S504 10 SECTION N.T.S.S504 9 SECTION N.T.S.S504 11 SECTION N.T.S.S504 7 DETAIL N.T.S.S504 12 SECTION N.T.S.S504 13 SECTION N.T.S.S504 14 SECTION REVISIONS NO. DATE DESCRIPTION 1 08/27/2018 Issued for Construction 2 11/30/2018 General Revisions 15 08/02/2019 General Revisions 2 15