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HomeMy WebLinkAboutS5.03 - STRUCTURAL - DETAILSSTUD PUNCHOUT STL STUDS PER PLAN (1) #10 SCREW EA STUD FLANGE, TYP UNO (2) #10 SCREWS @ 12"OC TO COLD-FORMED STL, (2) PAF @ 12"OC W/ 3/4" EMBED TO CONC, (2) PAF @ 12"OC TO STL UNO ON SHEAR WALL SCHED STUDS TO BE FULLY SEATED AGAINST TRACK (1/16" MAX GAP) TRACK PER PLAN NOTE: THIS DETAIL APPLIES TO TOP AND BOTTOM TRACKS OF ALL STRUCTURAL STEEL STUD WALLS UNO. 4 " M I N 3/4" MIN CL ROW OF FASTENERS 1 1/2" MIN TYP, 3" MIN AT EDGE OF CONC EDGE OF CONC WHERE OCCURS PER PLAN 1. 5 x S T U D DE P T H O R 10 " M I N CL ROW OF FASTENERS (3) #10 SCREWS TYP EA SIDE OF SPLICE TRACK PER PLAN S162 x THICKNESS TO MATCH TRACK, NESTED IN TRACK NOTE: TOP AND BOTTOM TRACK SPLICES SHALL BE STAGGERED 48" MINIMUM. 1 '-0 " M I N PROVIDE BLKG AT ALL HORIZ PANEL EDGES, SIZE TO MATCH STUD SIZE X-GNP PINS @ 6" OC PANEL EDGE SCREWS X-GNP PINS @ 12" OC AT INTERMEDIATE FRAMING MEMBERS 1/2" SHEATHING, VERT OR HORIZ ORIENTATION ACCEPTABLE CONC SLAB PER PLAN T/SLAB PER PLAN BEAM PER PLAN CONC OVER METAL DECK & REINF PER PLAN T/STL PER PLAN 600S162-43 @ 16" OC ATTACH TRACK TO CONC PER SOG & REINF PER PLAN PER PLAN REINF PER PLAN C L R 3" PE R P L A N NOTES: 1. COLD JOINT BETWEEN FOOTING AND SLAB NOT PERMITTED. T/SLAB PER PLAN 600T W/ 2-#10 SCREWS @ 16" OC INTO TOP TRACK 43-MIL DEFLECTION TRACK W/ PAF @ 16"OC INTO STL BM (2 ROWS) X-GNP @ 6" OC EDGE FASTENING, SEE 1/2" SHTHG, SEE PLAN FOR EXTENTS TOP TRACK, SEE FOR ADDIT INFO 3/S5.03 2/S5.03 1/S5.03 MIN #10 SCREW AT EA STRAP TO STUD DOUBLE FLAT STRAP BRIDGING WITH BLOCKING NOTES: 1. PROVIDE BRIDGING THRU OPTIONS A, B, OR C FOR STUD DEPTHS 6" OR LESS. FOR STUD DEPTHS GREATER THAN 6" USE OPTION A. 2. BRIDGING SHALL BE INSTALLED AND ADEQUATELY ANCHORED PRIOR TO APPLYING AXIAL LOADING TO STUDS. 3. FLAT STRAP MAY BE OMITTED ON SIDE OF SHEAR WALLS WITH SHEATHING. BLOCKING IS STILL REQUIRED AS SHOWN. 4. RESILIENT CHANNEL MAY BE SUBSTITUTED FOR FLAT STRAP IF INSTALLED PER THIS DETAIL. (4) #10 SCREWS MIN EA SIDE OF BLKG S162-43 BLKG INSTALL AT ENDS OF STRAP & 12'-0"OC MAX 1 1/2x43MIL TAUT HORIZ FLAT STRAP @ 48"OC MAX UNO PER PLAN NOTES. SPLICE PER STL STUD PER PLAN & SCHED L1 1/2x1 1/2x54MIL x 3" W/ (2) #10 SCREWS EA LEG A SCREW ATTACHED BRIDGING CHANNEL WITH ANGLE WELD ATTACHED BRIDGING CHANNEL WITH ANGLE L1 1/2x4x54MIL x 3" (LLH) W/ (2) #10 SCREWS EA LEG NOTE : 43MIL MINIMUM STUD THICKNESS FOR WELDING. STD PUNCHOUT L1 1/2x1 1/2x(STUD DEPTH-1/2")x54MIL (2) #10 SCREWS EA LEG 54MIL x BRIDGING CHANNEL @ 48"OC MAX, UNO PER PLAN NOTES. SPLICE PER STL STUD PER PLAN 1 /2 " 6 " M A X 1 /2 " TYPICAL STUD SPACE PER PLAN 6 " M A X 1/ 2 " PLAN VIEW 1/2" 1/ 2 " 1/ 2 " 1/16 1/2 1/16 1/2 1/16 1/2 B C 1/2" 1 1/2" 1/2" 1/2" 7/S5.03 7/S5.03 BRIDGING CHANNEL SPLICE STL STUD PER PLAN & SCHED 54MIL x BRIDGING SPLICE CHANNEL (4) #10 SCREWS MIN EA SIDE OF SPLICE TYPICAL STUD SPACE PER PLAN 5" MIN, TYP 1" TYP 1" TYP B 1 1/2" 1/2" 1/2" TYPICAL STUD SPACE PER PLAN STL STUD PER PLAN & SCHED DOUBLE FLAT STRAP BRIDGING SPLICE A HORIZ FLAT STRAP SPLICE S162-43 BLKG INSTALL AT SPLICE (4) #10 SCREWS MIN EA SIDE OF SPLICE INTO BLKG AT EQUAL SPACES MIN #10 SCREW AT EA STRAP TO STUD 1" TYP 1" TYP ©Copyright D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. www.dci-engineers.com CIVIL / STRUCTURAL ®1060 Fowler Ave, Suite 202 Bozeman, Montana 59718 P: (406) 556-8600 BIM FILE PATH: SHEET NO.: TITLE: copyright 2018 SMA, P.C. REVISIONS: KEYMAP: HELENA 920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com ARCHITECT SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: CONSULTANT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: PROJECT NUMBER: Plo t D a t e : BOZEMAN 109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com LOGO: C:\Users\jlovgren\Desktop\Local Revit\STRUCT_20151-0023_Gibson Guitar_R20 JAL.rvt 12 / 8 / 2 0 2 0 1 1 : 2 5 : 5 5 A M S5.03 1620 10/9/2020 STRUCTURAL -DETAILS JGM JAL GIBSON ACOUSTIC 1620 1894 ORVILLE WAY BOZEMAN, MT 59715 PERMIT SET -SHELL PACKAGE SCALE: 1" = 1'-0" 1 TYPICAL TOP AND BOTTOM TRACK DETAIL (07000) SCALE: 1 1/2" = 1'-0" 2 TYPICAL TRACK SPLICE (07001) SCALE: 3/8" = 1'-0" 3 TYPICAL STEEL PLATE SHEAR WALL SHEATHING LAYOUT (07090) SCALE: 1" = 1'-0" 4 TYPICAL SHEARWALL AT MEZZANINE SCALE: 1 1/2" = 1'-0" 5 TYPICAL STEEL STUD WALL BRIDGING (07010) SCALE: 1 1/2" = 1'-0" 7 TYPICAL STEEL STUD WALL BRIDGING SPLICE DETAIL (07011) NO. DATE REVISION DESCRIPTION