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Plans (428) 'M -vau - 00\- -( MI MI Si c_N) MiTekE MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: J1801344Z PLH-Lot 19Willow Brook The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K5056740 thru K5056740 My license renewal date for the state of Oregon is December 31,2019. OF--S`cl s P R so ��GlNE�9 s/0 cc 89200PE ,,OREGON A4/ , 41/ 14, 'v/ RRIirL `Ic ;,;�,, - ! August 23,2018 Baxter, David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSUTPI-1, Chapter 2. K Job Truss Truss Type Qty Ply PLH-Lot 19Willow Brook K5056740 J1801344Z A10 GABLE 1 1 'Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Aug 23 11:21:45 2018 Page 1 I D:5TjUXzerHVK8xjgOZSZeN pyPbl4-hYEW i62aWervInHhU6gs9APTttka?Z4L6TyPCayl_Ba -1-0-0 6-0-12 12-1-7 18-2-3 21-9-13 40-0-0 41-0-0 1-0-0 6-0-12 6-0-12 6-0-12 3-7-10 18-2-3 1-0-0 REPAIR FOR CRACK IN TOP CHORD WHERE SHOWN. ATTACH ONE 2X4 DF#1&BTR ADD-ON Scale=1:84.3 TO ONE FACE WITH 3"X.131 DIA.GUN NAILS 2 ROWS AT 4"OC. STAGGER ROWS TO PREVENT SPLITS, KEEP 2"MEMBER END'DISTANCE. DO NOT NAIL INTO DAMAGED AREA HOLD DOWN SCAB 1.5"TO UNDERSIDE OF OUTLOOKER,DO NOT I6JTCF{iX4,�,PAB SHEATHING SHOWN IS NOT 4 5x6 -� PART OF COMPONENT DESIGN _ Sheet Front CRACK Full Sheathing _--�� 11 15 1 Ply. , 51 2X4 SCAB 950 17 8 % / 18 3x6 q ro _ • t< 19 W N H 8.00 12 3x4 ' :,,,,Z,</,./-,"--',, /� v• s 8 -,�, 20 3x4 N � 22 49 40 45 ' - • '1'2'47 • 24 T-12 �- = 5 3x6• -- - _ a r 0' 4 - 4 e 14 _ 4:' 's 25 0 3x6 = 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 = 3x6 3x4 = 5x6 = 3x4 = 9-1-2 18-2-3 21-9-13 40-0-0 _ 9-1-2 9-1-2 3-7-10 18-2-3 Plate Offsets(X.Y)-- 12:0-3-8,0-1-81,15:0-1-12,0-1-81.112:0-0-14,0-2-81,114:0-0-14,0-2-81,121:0-1-12,0-1-4 L24:0-3-8,0-1-81.135:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.05 26-27 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.08 26-27 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.22 Horz(CT) 0.01 24 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-RH Weight:320 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(10-0-0 max.):12-14. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 DF Std G`Except* 10-0-0 oc bracing:30-31,29-30,28-29,27-28,26-27,24-26. ' 13-35,12-36,11-37,14-34,15-33:2x4 DF No.1&Btr G WEBS 1 Row at midpt 13-35,12-36,11-37,10-38,14-34,15-33, 16-32 JOINTS 1 Brace at Jt(s):45,46,47,48 REACTIONS. All bearings 28-0-0 except(jt=length)24=0-3-8. (Ib)- Max Horz 2=-359(LC 8) Max Uplift All uplift 100 lb or less at joint(s)35,36,37,38,43,44,33,32,41, 40 except 2=-110(LC 6),24=-121(LC 11),39=-174(LC 10),31=-338(LC 11) Max Gray All reactions 250 lb or less at joint(s)2,35,36,37,38,39,42,43,44, 34,33,32,41,40 except 24=532(LC 1),31=683(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-255/260,10-11=-158/275,11-12=-210/302,12-13=-191/271,13-14=-191/271, 14-15=-210/292,21-22=-420/113,22-23=-459/65,23-24=-515/18 BOT CHORD 38-39=-209/285,37-38=-209/285,36-37=-209/285,35-36=-210/286,34-35=-210/286, 33-34=-209/285,32-33=-209/285,31-32=-209/285,30-31=0/362,29-30=0/362, 28-29=0/362,27-28=0/362,26-27=0/362,24-26=0/362 WEBS 31-47=-565/289,47-48=-520/265,21-48=-504/258 f� �t NOTES- ,t .�0 PRpFFstS� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; ., NGINEF /© MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-4-10,Exterior(2)12-4-10 to 27-7-6, % 7 /jj Interior(1)27-7-6 to 37-0-0,Exterior(2)37-0-0 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right �/ 1' exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4t ..,._..,89200PE f 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 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10411P rr` __1' 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs •Me I. non-concurrent with other live loads. y OREGON [C/ 5)Provide adequate drainage to prevent water ponding. L. ' ' ,�Dt 6)All plates are 2x4 MT20 unless otherwise indicated. <O 'I' 14 2�l� +- 7)Gable studs spaced at 2-0-0 oc. 11/ ' ,. i R L V 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. EXPIRES: 2-$1-2Q1 10)A plate rating reduction of 20%has been applied for the green lumber members. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)35,36,37,38, August 23,2018 I. „,,,,',,,, ,,..,4,,,,,,..-,.,:,..,r:. ,.....Alf,, r:FA..- . .. , >„.,..z .;. ..,.,,. ,;....,.:- rim...... < WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k iT� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the SC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ` API • Job Truss Truss Type Qty Ply PLH-Lot 19Willow Brook K5056740 J1801344Z A10 GABLE 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.220 s May 24 2018 MiTek Industries,Inc. Thu Aug 23 11:21:45 2018 Page 2 I D:5TjUXzerHVK8xjgOZSZeN pyPbl4-hYEW i62a WervinHhU6gs9APTttka?Z4L6TyPCayl_Ba NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �fafi�ifii,,,.,i,: ,rte.,/,�//.,:. �.�/%��//,,,,i„.,,,S,l,;$.�lzY.' P,,,P„r„T�546Y.' �,`5..,.:IP,,, ,Y/�!,i.,2.C�lY.?,:�7 z,- h s,;,:� ifi"C//iXr.,/,,,,,,,�„ ,,,�.F`r ll✓�l. �;;., ; -� �.�i Y;;.,.?.r < WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekOO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Mete A!T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the it fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP[1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. iirlik.. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS / 2. Truss bracing must be designed by an engineer.For 0- 16" 4 wide truss spacing,individual lateral braces themselves Q may require bracing,or alternative Tor I p bracing should be considered. OO 3. Never exceed the design loading shown and never �-� �� o stack materials on inadequately braced trusses. a a_ p 4. Provide copies of this truss design to the building c7-e c6-7 C5-6 ~ designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. p p y plates 0- /,d'from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to X to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. 4 the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that # Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. j Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. IMO reaction section indicates joint 17.Install and load vertically unless indicated otherwise. I 11 .011 number where bearings occur. 1111111111111111111I Min size shown is for crushing only. i, 18.Use of green or treated lumber may pose unacceptable �� I, environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone milliiyi is not sufficient. DSB-89: Design Standard for Bracing. , BCSI: Building Component Safety Information, IF IV II III I e 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. I Installing&Bracing of Metal Plate ' Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015