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Job Truss Truss Type Qty Ply Lowes Companies Inc
<br /> J1162297 A01 Common Supported Gable 1 1 115104198
<br /> __,,,, Job Reference(optional) __
<br /> The Truss Company(Burlington),Burlington,WA-98233, Run:8.73 S Apr 3 2024 Print:8.730 S Apr 3 2024 MiTek Industries,Inc.Fri May 03 13:42:28 Page:1
<br /> ID:ISfUCPwk8ox1AtASdOzGKdzKBwR-RfC?PsB70Hg3NSgPgnL8w3u1TXbGKWrCDoi7J4zJC?f
<br /> -2-0-0 15-0-0 30-0-0 32-0-0
<br /> 2-0-0 15-0-0 ( 15-0-0 ( 2-0-0
<br /> 4x4=
<br /> 12
<br /> — — 11 13
<br /> 10 4
<br /> 13.98r 9 15
<br /> 8 16
<br /> 7 17
<br /> m 6 18
<br /> 5 19
<br /> 4 20
<br /> 6 3 21
<br /> Lo 2 22
<br /> —cam= 1 23
<br /> o 3fP -
<br /> 43 42 41 40 39 38 37 36 35 34 33 32 31 9 28 27 26 25 24
<br /> 3x4= 3x6= 3x4=
<br /> I 30-0-0 l
<br /> Scale=1:59.4
<br /> Plate Offsets(X,Y): [2:0-0-6,Edge],[22:0-0-6,Edge]
<br /> Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) n/a - n/a 999 MT20 185/148
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999
<br /> TCDL 8.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 48 n/a n/a
<br /> BCLL 0.0* Code IBC2018ITPI2014 Matrix-MS
<br /> BCDL 7.0 Weight:145 lb FT=20%
<br /> LUMBER 4) Unbalanced snow loads have been considered for this
<br /> TOP CHORD 2x4 HF No.2 design.
<br /> BOT CHORD 2x4 HF No.2 5) This truss has been designed for greater of min roof live
<br /> OTHERS 2x4 DF Stud load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on
<br /> BRACING overhangs non-concurrent with other live loads.
<br /> TOP CHORD Structural wood sheathing directly applied or 6) All plates are 2x4 MT20 unless otherwise indicated.
<br /> 6-0-0 oc purlins. 7) Gable requires continuous bottom chord bearing.
<br /> BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) Gable studs spaced at 1-4-0 oc.
<br /> bracing. 9) This truss has been designed for a 10.0 psf bottom
<br /> REACTIONS All bearings 30-0-0. chord live load nonconcurrent with any other live loads.
<br /> (Ib)- Max Hor z 2=64(LC 10),44=64(LC 10) 10)*This truss has been designed fora live load of 20.0psf
<br /> Max Uplift All uplift 100(Ib)or less at joint(s) on the bottom chord in all areas where a rectangle
<br /> 2 24,25,(lb)
<br /> 26 s8, 3-06-00 tall by 2-00-00 wide will fit between the bottom
<br /> 22, 2, 36,, 5, 6, 7, 8, 929,31,4 chord and any other members.
<br /> 33,35,38 11)Provide mechanical connection(by others)of truss to
<br /> Max Gray All (Ib) at joint bearing plate capable of withstanding 100 lb uplift at joint
<br /> l reactions24,25,2 2507,(lb)
<br /> 28,or2 less 31,tjo (s)2,22,35,36,37,38,39,40,41,42,43,33,32,31,
<br /> (s) 34,35,36,37,38,39, 1,32,1, 29,28,27,26,25,24,2,22.
<br /> 33,33,34 37,3 ,3 12)This truss is designed in accordance with the 2018
<br /> 42,431(LC except 42 1(LC 1),1), International Building Code section 2306.1 and
<br /> 48=291(LC 1) referenced standard ANSI/TPI 1.
<br /> FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 LOAD CASE(S) Standard
<br /> (Ib)or less except when shown.
<br /> NOTES 4 .j.P .
<br /> 1) Wind:ASCE 7-16;Vult=110mph(3-second gust)
<br /> Vasd=87mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;Cat. �►
<br /> II;Exp B;Enclosed;MWFRS(envelope)exterior zone; • ti4
<br /> cantilever left and right exposed;end vertical left and
<br /> . 1� ;
<br /> r ght exposed;Lumber DOL=1.60 plate grip DOL=1.60 +A;Pitt^ y:` /
<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 /> •e
<br /> or consult qualified building designer as per ANSUTPI 1. m-
<br /> 3) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate
<br /> DOL=1.15);Is 1.0;Rough Cat B;Partially Exp.;Ce=1.0; /// „, �
<br /> Cs=1.00;Ct=1.10;IBC 1607.11.2 minimum roof live load I , „., t2F
<br /> applied where required. .. ,
<br /> May 6,2024
<br /> II r
<br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 BEFORE USE.
<br /> Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
<br /> Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
<br /> is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the
<br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
<br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSUfPt1 Quality Criteria,DSB-89 end BCSI1 Building Component .17,, ��.f�y�
<br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 1,11e Liy,V SSCO XNC.
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