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Job Truss Truss Type Qty Ply 226 80TH <br /> R79813317 <br /> B-23-01233-A Al Common Supported Gable 1 1 Job Reference(optional) <br /> Roof Truss Supply,Woodinville,WA-98072, Run:8.73 S Nov 13 2023 Print:8.730 S Nov 13 2023 MiTek Industries,Inc.Mon Dec 11 15:50:28 Page:2 <br /> ID:ISVw1GvN5xgT2E0yjst.Qpdya4uu-RfC?Ps870Hg3NSgPgnL8x3urDcbGKwrCDo7J4zJan <br /> 2) Truss designed for wind loads in the plane of the truss <br /> only. For studs exposed to wind(normal to the face), <br /> see Standard Industry Gable End Details as applicable, <br /> or consult qualified building designer as per ANSIfTPI 1. <br /> 3) TCLL:ASCE 7-16;Pf=25.0 psi(Lum DOL=1.15 Plate <br /> DOL=1.15);is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; <br /> CB=1.00;fi=1,00 <br /> 4) Unbalanced snow loads have been considered for this <br /> design. <br /> 5) This truss has been designed for greater of min roof live <br /> load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on <br /> overhangs non-concurrent with other live loads. <br /> 6) All plates are 1.5x4 MT20 unless otherwise indicated. <br /> 7) Gable requires continuous bottom chord bearing. <br /> 8) Gable studs spaced at 1-4-0 oc. <br /> 9) This truss has been designed for a 10.0 psf bottom <br /> chord live road nontsincum iitwith any Otttiier tiva toads. <br /> 10)*This truss has been designed for a live load of 20.0psf <br /> on the bottom chord in all areas where a rectangle <br /> 3-06-00 tall by 2-00-00 wide will fit between the bottom <br /> chord and any other members. <br /> 11)All bearings are assumed to be HF No.2. <br /> 12)Provide mechanical connection(by others)of truss to <br /> bearing plate capable of withstanding 15 lb uplift at joint <br /> 48,48 lb uplift at joint 24,8 lb uplift at joint 40,14 lb uplift <br /> at joint 42,9 lb uplift at joint 43,9 lb uplift at joint 44,11 <br /> 3b uplift at joint 45,4 lb uplift at joint 46,18 lb uplift at <br /> joint 47,14 lb uplift at joint 38,9 lb uplift at joint 37,9 lb <br /> uplift at joint 36,9 lb uplift at joint 35,9 lb uplift at joint <br /> 33,9 lb uplift at joint 32,9 lb uplift at joint 31,9 lb uplift at <br /> joint 30,10 lb uplift at joint 29,5 lb uplift at joint 28,25 lb <br /> uplift at joint 27,111 lb uplift at joint 26 and 48 lb uplift at <br /> joint 24. <br /> 13)This truss is designed in accordance with the 2018 <br /> International Residential Code sections R502.11.1 and <br /> R802.10.2 and referenced standard ANSIITPI 1. <br /> LOAD CASE(S) Standard <br /> t � <br /> .®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MJTEK REFERENCE PAGE Mil-7473 rev.1/2/2023 BEFORE USE. MiTekDesign valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual balding component,not <br /> a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall <br /> balding design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing <br /> Is always required for stability and to prevent collapse with possible personal injury end property damage.For general guidance regarding the 400 Sunrise Ave.,Suite 270 <br /> fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria and DSB-22 available from Truss Plate Institute(www.tpinstorg) Roseville,CA 95661 <br /> and SCSI Building Component Safety Information available from the Structural Building Component Association(www.sbcscomponents.com) 916.755.3571/MTek US.com <br />