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Plans (68) ' min M 5 T A01(1- oc)(),5 / 03c.rS— 6, Mel( MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Re: 14-TM0515 Telephone 916/676-1900 NW Surfaces LLC REj E Fax 916/676-1909 MAR 2 6 2014 CITY OF TIGARD The truss drawing(s)referenced below'11a a eeenNpreparI`ed byoN MiTek Industries,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses, Inc. Pages or sheets covered by this seal:R41626976 thru R41626977 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. 9, a PR0E4- 87022P r Lat tn REGON ry ©LU 0, OBER �1 � S A. He EXPIRES:06/30/2015 March 21,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. • Job Truss Truss Type 14-TM0515 Qty Ply NW Surfaces LLC A01 Common Supported Gable PRECISION TRUSS&LUMBER,INC.,CLACkAMAS,OR.970157.430 s Jul 25 1 1 R41626976 Job Reference o.tional 2 -1-4-0 13 MiTek Industries,Ino Fri Mar 21 08:3D56 2014 Page 1 ID:Wu1 Z4QXVAy613AYLTl1 FZ?zYmSP-TSXyI?IkskNGn9aJMbFQDU 1 szBhP7RkACYdPRuzYkWn 1.4.0 10-9-8 10-9-8 21-7-0 10-9-8 22-11-0 1-4-0 Scale=1:38.9 4x4= 9 8 5.00 127 11111111 11812513 4r3 u v14 uv 15 us 2 ii d u . 111111 18 A�i�7L� ���� ���r0..��O �0��W��7��iIIWMEI OTOT �•�01�VOMMIW �1111 v�`7 a 3x4= �. �►._ 17 31 30 29 48 27 d 26 25 24 23 22 21 20 19 18 3x4= 3x4 =- 21-7-0 21-7-0 Plate Offsets X Y: 18:0-1-8 0-1-4, 19:0-1-12 0-1-8, 31:0-1-8 0-0-4 21-7-0 LOADING (psfl SPACING 2-0-0 CSI LOLL (25.0psf Plates crease 1.150DEFL in (loc) I/deft Lid PLATES TCLLDL 7.0 Lumber Increasere1.15 TC 0.08 Vert(LL) -0.00 17 n/r 120 GRIP BCLL 0.0 BC 0.03 Vert(TL) -0.00 17 n/r 90 MT20 220/195 Rep Stress Incr YES WB 0.03 BCDL 10.0 Code IRC2009rrp12007 Horz(TL) 0.00 16 n/a n/a (Matrix) LUMBER Weight:109 lb FT=0% TOP CHORD 2x4 DF No.1&Btr G BRACING BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. OTHERS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 21-7-0. Installation•uide. (lb)- Max Horz 2=73(LC 5) Max Uplift All uplift 100 lb or less at joint(s)2,26,27,28,29,30,31,24,23,22,21,20,18,16 Max Gray All reactions 250 lb or less at joint(s)2,25,26,27,28,29,30,31,24,23,22,21,20,18,16 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)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/IP!1. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle will fit between the bottom chord and any other members. 3-6-0 tall by 2-0-0 wide PR OPE,, 9)A plate rating reduction of 20%has been applied for the green lumber members. 1 t- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,26,27,28,29 �\�� ,,,,t'''�(NiCj cj� 30,31,24,23,22,21,20,18,16. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 17 $7022PE , r" LOAD CASE(S) Standard Al>, OREGO 9 C(/ �,'0© 'ms, SER 1�, Pr A. HE EXPIRES:06/30/2015 A March 21,2014 6PA$Nf:`Fa 4er•tydeu:sena aamrwrsand REAP PENES ONftSAND I ILVED MIEN REFERENCE PAGE ME 7473ree1;Z8/788 PEWUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicabilityof design �.� ig parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the res N. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control-storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,D5B-89 and BCSI Building Component Safety Information available from Truss Plate Institute.781 N.Lee Street-Suite 312,Alexandria,VA 22314. MiTele ae ,t»en,Pin*SPI ,twz,%. ;1sSlt,nil wtt ..ase these frenums 06/01/201,;a by Atm: 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 (Job (Truss Truss Type Qty f Ply NW Surfaces LLC op A02 Common 12 R41626977 PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 1 Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc.Fri Mar 21 06:29:49 2014 Page 1 I -�4-o I 5-813 l 10-9-8 ID:Wu1Z4QXv5-15-3 YLTHFZ?zYmSP-eror48ZZTgTUaYHzrs1OeBfb80xQW02 Qz Qm 5-8-13 I 15-10-3 5-0-11 5-0-11 i 21-7-0 I 22-11-0 I 5-8-13 1-4-0 Scale=1:39.8 404 = 4 r 5.00 12 2x3 3 2x3% c� 5 HHHHi ..Hviiiiiiihhhm„. _..iiiiiiiiiiiiiiiiiii a 2 3x5% �� 7 1, 8 / o 5x9 = 3x5 I 10.9-8 10-9-8 Plate Offsets(X,Y): [2:0-3-6,0.1-8],[6:0-3-6,0-1-8L[8:0-4-8,0-3-01 I 21-7-0 10-9-8I LOADING(psf) SPACING 2-0-0 CSI TCLL 25.0 Plates Increase 1.15DEFL in (lac) (/9ft 2400 PLATES GRIP TCDL 7.0 Lumber Increase 1.15 TC 0.31 Vert(LL)T -0.18 2-8 >999 BCLL 0.0BC 0.67 VorzTrL -0.576 2-8 >445/a 180 MT20 220/195 Rep Stress lncr YES WB 0.26 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) LUMBER Weight:86 lb FT=0% TOP CHORD 2x4 DF No.t&Btr G BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 2=987/0-5-8 (min.0-1-8),6=987/0-5-8 (min.0-1-8) Installation Guide. Max Horz 2=73(LC 5) Max Uplift2=-157(LC 5),6=-157(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1675/190,3-4=-1258/101,4-5=-1258/101,5-6=-1675/190 BOT CHORD 2-8=-169/1495,6-8=-96/1495 WEBS 4-8=0/591,5-8=-466/173,3-8=-466/173 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(jt=lb)2=157, �<R [� }�}� �s 6=157. LOAD CASE(S) Standard cS1�r� 870, 2PE 7,, iv 7 '°,,1, OR EGO <F' � 1C fi ERA.\ �Q 0,9 Al. HE p EXPIRES:06/30/2015 March 21,2014 4t',3iite+TAC.Verity dcs;gn rarvmc yrs sir-REA.0 N7 TES ON THIS AM MUSES NTTE,Y 11EFEFrEM. __ Design valid for use only with MiTek connectors.This design is based onlyuponP7 7473 re c J+72018 h parameters shown,and is for an individual designer.n component. Applicability of design parameters and proper incorporation of component is responsibility png shown is for lateral support of individual web members only.Additional temporarytoinsure of building designer con not trussnnsib �r erector.Additional permanent bracingresponsibility bracingo t the stability duringr. or getneral g i theares ng shown of the overall structure is the of building ulty designer.For general guidanceregardingComponent of the MiTek" fabrication,quality control.storage,delivery,erection and bracing,consult 2, Qualify Criteria,DSB-89 and BCSI Building Component ---M �"« Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. $ �`il ') 1% '"°ON en at*otsa thane w o&m3/sas.a7777 Greenback Lane,Suite 109 Citrus Heights,CA;95610 Symbols Numbering PLATE LOCATION AND ORIENTATION 31 j4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property Miffoffsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. hlik Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0.7/16,T/�6 C l-2 C2-3 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 11111111App Q bracing should be considered. A � =O 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. For 4 x 2 orientationIII ,locate p 4. Provide copies of this truss design to the building plates 0-'nd' from outside BOTTOM CHORDS designer, teresion supervisor,property owner and all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locaoint tio n are bregulalt Knots d by ANSI/Twane I I e at joint connector plates. THE LEFT. *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 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 ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 10.responsiCamber is a non-structural consideration and is the of truss to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camberbility for dead load defleccitneneral practice is to the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: it Indicated by symbol shown and/or SYP represents values as published in all respects,equal to or better than that by text in the bracing section of the specified. by AWC in the 2005/2012 NDS output. Use T or I bracingSP represents ALSO approved/new values 13.Top chords must be sheathed or purlins provided at with effective date of June 1,2013 spacing indicated on design. if indicated. BEARING 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 15.Connections not shown are the responsibility of others. (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior =, reaction section indicates joint ©2012 MiTekOO All Rights Reserved approval of an engineer. number where bearings occur. .11.11111 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. qi 18.Use of reen or treated lumber ma g y pose unpcceptable environmental,health or pertormance risks.Consult with ndustry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. 19.Review at portions of this design(front,back,words DSB-89: Design Standard for Bracing, 1 and pictures)before use.Reviewing pictures alone a BCSI: Building Component Safety Information, is not sufficient. Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI t Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 45-00-00 4-00-00 41-00-00 II I A O O � V � W O a i N O N 'O O i i • A � W O D O ONJ N O A -7; O O O O O A01 4-00-00 12-00-00 21-07-00 7-05-00 Client: NW Surfaces LLC Plan : Addition " - Sales : Tom Martin 142 14-TM051??�] tSEO 110 SS&C.EMBER Order #: [. . . ,>r��.(• 11550 SE Jennifer St Site : [???] Lot : [???] Clackamas, OR 97015 (503) 656-2983 647 Pitch: 5/12 Loading: 25.00-7.00-0.00-10.00 (503) 656-2647 Overhang ??? Date: 03/21/14 06:10:37