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• Job Truss Truss Type Qty Ply 226 80TH
<br /> R79813317
<br /> B-23-01233-A Al Common Supported Gable 1 l ,Job Reference(o�ltional)
<br /> •
<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:1
<br /> ID:ISVwiGvN5XgT2E0yjsLQpdy(34uu-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f
<br /> 10-5-0 1 30-0-0 32-0-0
<br /> 10-5-0 19-7-0 2-0-0
<br /> 4x6=
<br /> 9
<br /> - - 8 A- 10
<br /> 11g22 7 11
<br /> 6r 6 12
<br /> 53 5 13
<br /> 3 524 14
<br /> 15
<br /> 2 16
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<br /> n c - 1 17 18 3x4�
<br /> 19
<br /> 2011
<br /> �. r,• 22
<br /> �, 23
<br /> M 55 24
<br /> A L „ .
<br /> f0. �...... !� fx...a.x. .. A. � ..: B .4Lo 4:8: 0 � .. 25 0
<br /> - 47 46 45 44 43 42 41 40 39 38 37 36 35 3433 32 31 30 29 28 27 26
<br /> 3x4= 3x6
<br /> 30-0-0
<br /> 1 I
<br /> Srefa=1:639
<br /> Plate Offsets(X,Y): [24:0-3-0,0-1-5]
<br /> Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft lid PLATES GRIP
<br /> TCLL 25.0 •Plate Grip DOL 1.15 .TG 0.49 Vert(LL) n/a - n/a 999 MT20 185/148
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) n/a - n/a 999,
<br /> TCDL 10.0 Rep Stress Incr YES WB 0.18' Horz(CT) 0.01 49 n/a n/a
<br /> BCLL 0.0* Code IRC2018ITP12014 Matrix-MS
<br /> BCDL 10.0 Weight:224 lb FT=20%
<br /> LUMBER Max Gray 24=415(LC 18),26=103(LC 5), WEBS 9-40=-158/63,8-41=1 5 6120,7-42=152/42,
<br /> TOP CHORD 2x4 HF No.2 27=136(LC 1),28=116(LC 20), 6-43=-151/34,5-44=144/33,4-45=103/36,
<br /> BOT CHORD 2x4 HF No.2 29=121(LC 20),30=120(LC 1), 3-46=96/55,2-47-82/65,10-39=153/20,
<br /> WEBS 2x4 HF No.2 31=120(LC 20),32=120(LC 20), 11-38=-149/42,12-37-149/34,
<br /> OTHERS 2x4.HF No.2 33=120(LC 1),35=123(LC 20), 13-36=135/34,14-35=96/34,15-33=93/34,
<br /> BRACING 36=162(LC 20),37=176(LC 20), 16-32=-93/34,17-31-93/34,18-30=-93/34,
<br /> TOP CHORD Structural wood sheathing directly applied or 38=176(LC 20),39=179(LC 20), 19-29=-94/34,24-28=-92/33;22-27=-98/43,
<br /> 6-0-0 oc purlins, except end verticals. 40=126(LC 23),41=182(LC 19), 23-26=-84/47
<br /> BOT CHORD Rigid ceiling directly applied or 10-0-042=178(LC 19),43=178(LC 19), NOTES0 oc 44=171(LC 19),45=129(LC 19), 1) Wind:ASCE 7-16;Vult=110mph(3-second gust)
<br /> bracing. 46=124(LC 1),47=116(LC 22), Vasd=87mph;TCDL=5.5psf,BCDL=4.0psf h=25ft
<br /> WEBS 1 Row at midpt 9-40,8 41,7-42,10-39, 48=35(LC 19),49=415(LC 18) B=45ft;L=30ft;eave=2ft;Cat.II;Exp B;Enclosed;
<br /> 11-38 FORCES OW-Maximum Compression/Maximum MWFRS(directional)and C-C Comer(3E)9-3-12 to
<br /> REACTIONS (size) 28=30-0-0,29=30-0-0,30=30-0-0, Tension 12-3-12,Exterior(2N)12-3-12 to 19-7-0,Comer(3R)
<br /> 28=30-0-0,29=30-0-0,30=30-0-0, TOP CHORD 1-2=-80/109,2-3=-7/3/114,3-4-86/136, 19-7-0 to-22-7-0,Exterior(2N}22-7-0 to 41-2-0 zone;
<br /> 38
<br /> 35=30-0-0,36�0-0-0,37=30-0-0,=30-0-0,39=30-0-0,40=30-0-0, 4-5=-94/158,5-6=101/179,6-7=-109/201, cantilever left and right exposed;end vertical left and
<br /> 38=30-0-0,89=30-0-0,40=30-0-0, 7-8=1231226,8-9-1291287,9-10=1291237, right exposed;C-C for members and forces&MWFRS
<br /> 41=30.0-0,42=30-0-0,43=30-0-0, 10-11=-123/226,11-12=-109/201, • for reactions shown;Lumber DOL=1.60 plate grip
<br /> 44=30-0-0,45=30-0-0,46=30-0-0, 12-13=102/179,13-14=107/158, DOL=1.60
<br /> 47=30-0-0,48=30-0-0,49=30-0-0 14-15=-112/136,15-16-117/115,
<br /> Max Horiz 48=193(LC 12) 16-17=-122/93,17-18=127/94,
<br /> Max Uplift 24=-48(LC 14),26=111(LC 18), 18-19=-133/98,19-21-138/102,
<br /> 21-22=-143/106,22-23-149/110,
<br /> 24-48(LC 14),26-1 11 14),
<br /> 23-24=-153/192,24-25=0/107,1-48=-65/82
<br /> 29-10(LC 14),30=-9(LC 14), BOT CHORD 47 48=104/180,46-47=-104/180, O
<br /> 31=-9(LC 14),32=-9(LC 14), 45-46=-104/180,44-45=-104/180, ' ING 0
<br /> 33-9(LC 14),35-9(LC 14), •
<br /> 36=-5(LC 14),37=9.(iC 94), 43-44=-104/180,42-43=104/180, 0v 41-42=-104/180,40-41-1041180, ` it
<br /> 38_14(LC 14),40_8(LC 12), 39-40=-104/180,38-39=-104/180, , ' .
<br /> 42-14(LC 14).43-9(LC 14), 37-38-_-104/180,36-37-104/- 180 ►rG.,►
<br /> 44-9(LC 14),45-11(LC 14),
<br /> 46=-4(LC 14),47-18(LC 14), 35 36=-104/180,33 35-104/180, �VIF
<br /> 48-15(LC 14),49=-48(LC 14) 32-33=-104/180,31-02=104l180,
<br /> 30-31=-104/180,29-30=-104/180, vd � ��#
<br /> 28 29=-104/180,27-28=-104/180, t.,
<br /> 26-27=-104/180,24-26=-223/180
<br /> December 11,2023
<br /> 1
<br /> ebontirlued on page 2
<br /> I,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.112/2023 BEFORE USE.
<br /> gs
<br /> Design valid for use only with Wake connectors.This design Is based only upon parameters shown,and is for an individual building component,not e
<br /> a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall i
<br /> building design.Bracing indicated is to prevent buckliing 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 and 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 BCSI Building Component Safety Information available from the Structural Building Component Association(www.sbcscomponents.com) 916.755.3571/MiTek-US.com
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