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Job Truss Truss Type Qty Ply PACIFIC NORTHWEST WOODWORKS
<br /> R54251091
<br /> J172979 GE02 Common Structural Gable 3 1
<br /> Job Reference(optional)
<br /> Louws Truss,Inc., Ferndale,WA 98248 8.010 s Aug 11 2017 MiTek Industries,Inc. Fri May 25 14:46:13 2018 Page 1
<br /> ID:7s_xYQsW1 vcEXje6YTES WhyBkDm-g4g15bgLfIxB61y6D75gVt ieNzgpgaOct rxa38zCwju
<br /> 1 -2-0-0 1 5-4-14 I 10-0-0 I 14-7-2 - I 20-0-0 1 22-0-0 1
<br /> 2-0-0 5-4-14 4-7-2 4-7-2 5-4-14 2-0-0
<br /> Scale=1:38.5
<br /> SAME REPAIR AS TRUSS TO4R IN JOB J172979,
<br /> MITEK DRAWING NUMBER R54251092
<br /> 4x4 =
<br /> 4
<br /> 4.00 12 r
<br /> 34 El 35
<br /> :�
<br /> m
<br /> 3 5
<br /> M i y II g Y s
<br /> 33 r 4a : 36
<br /> a
<br /> 2 n 6
<br /> o
<br /> —÷"----8-----H-----1+---- l H 171 H7 IM
<br /> 1 o
<br /> Z 8 Z
<br /> 3x4= 5x8 = 3x4 =
<br /> I 10-0-0 I 20-0-0
<br /> 10-0-0 10-0-0
<br /> Plate Offsets(X,Y)-- [2:0-1-6,Edgel,16:0-1-6,Edgel,18:0-4-0,0-3-01,111:0-1-11,0-0-121,123:0-1-11,0-0-121
<br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
<br /> TOLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.16 6-8 >999 240 MT20 220/195
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.30 6-8 >794 180
<br /> TCDC 7.0 Rep Stress Ina YES WB 0.22 Horz(CT) 0.04 6 n/a n/a
<br /> BCDL 8.0 Code IBC2015/TPI2014 Matrix-SH Weight:100 lb FT=0%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins.
<br /> BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 2x4 DF No.2
<br /> OTHERS 2x4 DF No.2
<br /> REACTIONS. (lb/size) 2=924/0-5-8,6=924/0-5-8
<br /> Max Horz 2=48(LC 14)
<br /> Max Uplift 2=-137(LC 10),6=-137(LC 11)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-3=-1722/161,3-4=-1263/83,4-5=-1263/83,5-6=-1722/161
<br /> BOT CHORD 2-8=-141/1576,6-8=-110/1576
<br /> WEBS 4-8=0/487,5-8=-559/151,3-8=-559/150
<br /> NOTES-
<br /> 1)Wind:ASCE 7-10;VuIt=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;
<br /> MWFRS(envelope)automatic zone and C-C Exterior(2)-2-0-0 to 1-7-3,Interior(1)1-7-3 to 10-0-0,Exterior(2)10-0-0 to 13-7-3 zone;
<br /> cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;
<br /> Lumber DOL=1.60 plate grip DOL=1.60
<br /> 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
<br /> Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
<br /> 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
<br /> 4)Unbalanced snow loads have been considered for this design.
<br /> 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
<br /> non-concurrent with other live loads. �gRRIL
<br /> L
<br /> 6)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is 1r""'- -}g.,
<br /> the responsibility of the fabricator to increase plate sizes to account for these factors. ,4 , WAS, . 'i",
<br /> 7)All plates are 1.5x4 MT20 unless otherwise indicated.
<br /> 8)Gable studs spaced at 1-4-0 oc. ""..
<br /> 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' '' �
<br /> f,
<br /> 10) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide f -/ ,
<br /> will fit between the bottom chord and any other members.
<br /> 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 lb uplift at joint 2 and 137 lb uplift 1
<br /> at joint 6. "t' ,, 51398 ,c
<br /> �' , ''Qrsvist
<br /> 6'rONAL
<br /> May 25,2018
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<br /> WARNING-Verifydesignparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. '/��//'�
<br /> g EF E SE �q
<br /> Design valid for use onlywith MiTek®connectors.This design is based onlyuponparameters shown and is for an individual buildingcomponent,not
<br /> 9 9 p o
<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 /> building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ft4 r k* dk
<br /> is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the evi� I7r3an
<br /> fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane
<br /> Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109
<br /> Citrus Heights,CA 95610
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