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Plans (30) /Pc 5T)-c,? -.0o1. 7 4 EllOFFICE COPY 11 Mi Tek* MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 Y 951-245-9525 r-dld 1 Re: 1 7-MM891 8 PacWest Resoration,Inc. JUN 5 2017 TillriANNGDiv Sit):\ The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses,Inc. Pages or sheets covered by this seal: K3271466 thru K3271466 My license renewal date for the state of Oregon is December 31,2017. ci ..13 P R OPe- " GI NE -,,,,6 . t " 89200PE r- tp 7 47- OREGONIN . A,44) I-- "4 (LA riR RI L- - v ,• Aortif,...., _ -41 'r t....4 June 2,2017 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 fife 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 ANSI/TPI-1, Chapter 2. Jeb • Truss Truss Type Qty Ply PacWest Resoration,Inc. K3271466 17-MM8918 A01 STANDARD 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 13:12:26 2017 Page 1 I D:Ff?gPYhL6ejtxxlmHgPKeDzAK27-_39egoUDFdvM Vd?mQCEEpWZBCcvdFm0yl?7uDnzAJ Lp -2-0-0 , 7-3-5 1310.8'- 20.5.11 27-9,0, I 9 2-0-0 7-3-5 6-7-3 6-7-3 7-3-5 2-0-0 Scale=1:599 4x5= 4 in 15 5.0012 14 \ ` \ 2x3 O ---- - 2x3 // 3 5 T 46 Allilliiiii.„. 13 18 ti d1 R 0d R 10 11 12 9 8 0 3x5= 3x5 = 3x4 = 3x4= 3x4= 9-5-11 I 18-3-5 27-9.0' 9.5-11 8=9-10- 9-5-11 I LOADING (pst) SPACING- 2-010 CSL DEFL. in (lec) i/dS1' Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.22 8-10 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(TL) -0.48 6-8 >692 180 BCLL 0.0 * Rep Stress!nor YES WB 0.35 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code IRC2012/T'PI2007 Matrix-R Weight:109 lb FT=0% `'LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc peirhns. BOT 2x4 OF No.2 SOT CHORD Rigid ceiling,directly applied or 9-1-10 ocbracing. WEBS 2x4 HF Std MiTek'recomn nds that Stabilizers and> required cross bracing be installed during truss erection,in accordance with Stabilizer Installation'guide. REACTIONS. (lb/size) 2=1291/0-3-8,6=1291/0-3-8 Max Horz 2=-127(LC 13) Max Uplift 2=-318(LC 12),6=-318(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2286/482,3-4=-20041431,4-5=-2004/431,5-6=-2286/482 BOT CHORD 2-10=-46112027,8-10=-191/1369,6-8=-335/2027 WEBS 300.-448/291,4-10.-156/641,4-8=-156/69.1,5.8=-448/291 NOTES- 1)Unbalanced roof live loads have been considered for this design 2)Wind:ASCE 7-101 VuIt=120rnph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;hi25fh;Cat II;Exp C;enclosed; MWFRS'(envelope).gable ertd zone and C-C Exterior(2)-2a0-0 to 1.0 0,I nderior(1)1-0-0 to 13-10=6,Exterior(2)13-10-8 M 16-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C tor.members arid forces&MWFRS for reactions shown;number DOL=t60 plategrip DOL=1:60 3)This truss has beendesignedfor a 10_0-psf bottom chord live toad nonooncurrentwith arty other live loads- 4)*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 P o will fit between:the bottom chord and any other members,with 8COL=10.0ps#- k3,0 of 5)Provide mechanical connection(by others)of truss to bearing plate capable d - 100th atj ts)except 81 ) G cS/0 2.318,6=318. .-i, < 1 N LC Q P E c , OREGON if k"x 1• 4' {L ` /4.24 Tc,-- EXPIRES:: 12/31/2017 June 2,2017 Att WARNING-Verily design parameters and READ NOTES ON MS AND INCLUDED NIrEK REFERENCE PAGE 1511-7473 rev.18/41L2015 BEFORE USE. I Design valid for use only with MiTelen connectors.This desga is based only uponparameass shown,and is bran individual bulking: not i "lig' a truss system.Before use,the--bidding designer must vedyhen of design parameters and property incorporate des design into the ove bidding design.Bracing indicated ie to prevent bucsfng of a truss webeb and/or c rty s o .Additional temporary and permanent bracing C MiTek.l'TT k i, is always required for siabity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see aaSVTPIl Quaity Criteria,DSB-S9 and BCSI Building Component 250 Mug Circle Safety kdonmaion available from Truss Ptah institute,218 irl Lee Sheet,Side 312,Alexandria VA 22314. Carona,CA 92880 ( Sym bor.; Auviberino System A Geneul Sefet ' Note PLATE LOCATION AND ORIENTATION 1314" Center plata on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are Indicated, (Drawings not to scale) Damage or Personal Injury rla--�r Dimensions are in ft-in-sixteenths. Apply plates to both Sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 2 - 3 diagonal or X•bracing,Is always required, See SCSI, TOP CHORDS 11111111111111111111111111 2. Truss bracing must be designed by an engineer.For 0-1114" wide wide truss spacing,individual lateral braces themselves may , ative Tor I ikliPliih FA 10- bracingshouldrequire bebracingconsideredoraltern.3. Never exceed the design loading shown and never UstackmaterialsonInadequatelybracedtrusses.Pig F:5- 4. Provide copies of this truss design to the building Forex 2 orientation,locate F- designer,erection supervisor,property owner and plates 0- 'hd'from outside BOTTOM CHORDS all other interested parties. edge of trUS6. 8 7 6 5 5. Cut members to bear tightly against each other. 8, Place plates on each face of truss at each ,;,,,.MI This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane at Joint es,..ixr required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. LEFT. connector plates. THE 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 M,Tek 20120 NUMBERS/LETTERS, software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication, PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for IOC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured Perpendicular ESR 1311, ESR 1352,ESR1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. 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 it 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 spacing indicated on design. outpUt. Use 7 or I bracing Lumber design values are in accordance with ANSI/TPI 1 If indicated. 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. w 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. reaction section indicates joint v ---_ number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. u ,y, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks,Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review16not all portions of this design(front,beck,words Plate Connected Wood Truss Construction. and pictures)sufti0lent.before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, ile A. SCSI: Building Component Safety Information, 20.Design in accordance with Guide to Good Practise for Handling, Design assumes 1 manufacture Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015