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Plans (17) ,usTi 2...x,,27 111.111•11l US as Sw S�r��rri �r RECEIVED OFF/CE COPY MIT��� MAY 182017 MiTek' CITY OF TIGARD BUILUiNtj DIVISION MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 19671-DUTTON CONSTRUCTION The truss drawings)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3209110 thru K3209111 My license renewal date for the state of Oregon is December 31,2017. eco?' D PRQp- . �GINEF ✓0 't 89200PE t' 41,OREGON t t ✓, 9y 14, AFR nor. May 17,2017 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 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 ANSI/TPI-1, Chapter 2. • • Th...e Seale,.prepared frac caccurer,npue Fe 110-1545 PEc S-SA::NS TRUSS z 2 —� _ TO: S 2 -OP yr ?1 -C?_+ - CO,. -_: - s 3C 2..5 OF 41aSTS 58A,SO0.... Dacia,. TE.4AL- L.- - 2"CC. '.. LOADING system and n¢ela q a. mco SC LATERAL SU2PORT _ 3.C. :-.6N. 3,3, `J h 702 GP 2 ?5: Cm. ON 3-.OM OHCRE. r S _Herghcsl, _a, Exp.3, : e.2S.D.r;, OTAL TOSF._ 32.305E Truss designed far wand L.,-_o ._:Occur,:s.._. :Pe) ;clans��..s=-uss.c�y. Gable end;rues 5n anncinucus 7.-..serne ea.,GON.. for 3O 01 CHORD-,�C OR S LCP p _ __ 2052 302 1.CHORD .,0'.OAFS ACT:48N CCS_ uv-.:. complete "s. 14-02 14-02 12 >..0 7 • M-4x412 C ._.r 17. 74- • _ ®..�....Y..o��....dr..M'3x5(5�.��..ffi..r��a..a..��.... ..��....a.. ....s.. .a..aa.���..®�r�.®.W�w� \ j M-3x4 M-3x4 • 2-00 28-04 • 2-0r �- 89200PE r" JOB NAME: 19671— DUTTON CONSTRUCTION — Al ? .„___— _-----_„ Sca_R: 3.2362 w and.�mama� ae„ww93 Nota Truss: Al m°me aaawa ass 3.6733 mn Baa r0brm w�»unkna 4**Mad �1 OREGON 4.77 Da A' brwrg must.instance 2.Design assurrest.Iona.bottom ohm...Worn%brown at 0 �term,�M a w m «r amse�muraaaxonmarleam a 1l 2 r ave. nnex Acklitonal�� B>u.as pwram anomwayrcl aider mywaR32) '7�.L1Ri5-Y DATE, 5%1.120 - re recaawmrr .namaiy din.ng emeraragw:ec.Mte.non 3- *Z SEQ.: K3209110 w�saa�,kida�rbam as uninno-.alraw erwxrn.raaoers;wr'w.�nia soon.ta. TRANS =... LINK < aan�� a num>,ercxaaMw.m�a.m.a s. foand arord, ,33trusses are use ,.e:aa.'an-m as environment s o..mu new over andassu,r.m„awnsaurs.a. s_ aa,0.rutic.,,�aa<ae mavens smmar, ,� rav y,r,_ as .�^ EXPIRES: 12 "r?0?� hed sus«ermq 3 sed= F�anae4a S,neao= May 17,2017 ;ate a ap.sof*wr�eemms.a,aa ,w�center Q asps t of USA.Ite,CompuTrus Sofiwana 068(15-E . bast �x Sea(Musk) design vaWecsee ratX31 • • This design orepareci from lompn^_er 3 by 16 1194525 _ A?'CNSTRUSS SOON 28.- 4.3" =BC 2015 35/15 1405505 FORCES 450/GDF/Cc-1 n2F3 10: - .4 3_ 623.520 :AAI;3U 42201 -Stitir Sc .__ - - 6; 2 5=(-346) 1313 3-6=Y-445) 776 _ 61 3C: 2 57381_2 �0 24.6 ..,_ a--(-2276)443 9 5=3 112 4-5=, 2 706 AE3S: __s..F 7..19 1.. - -1552; 443 9-5_.-..7) 2112 -5=[-127) 706 FADING 4--_ -992; 443 5-5-1-249) 2"" C T.E_501 S.. R_<_22.0C.BON. 12 35.3',662.. ON 12_5541 3?SF - =`--2276) 485 3C LATERAL S 2' 12.1167.;172. 31 J 3..TS."6:23ORD;- 13.3 ?SF =, 3) 37 TOTAL:AAL= 42.2?S. OVERPANGS- 24.0" 34.0" 1:,_15?SF 2round Snow y, 304 903 MAY./E322 AX 3OSZ BAC- REQUIRED 3RG.AREA 6022-.TIONS REACTIONS REACTIONS SIZE 55.3N. SPECIES) 3012101:131062 3 3 601".20 .5' STORAGE 3.9' 225/ 1.152 -113/ 1109) 5.53" I ( 320` LIVE 23AD?LT119:.SOt(6) S " or 3Y f&_3_-.5. 23'- 4.3" -228/ 14102 33 33 3.3 2.27 3F 0 525; THE 3170151 70342 3000 119.0 IS A:44:6060::39 0 2SF. 'CONS. 2: Des-dn shacked for e, osc) uplift at.33 "oc spacing. VERTICAL 0F1272105 3,0.1_^S: 6/243, 112=2,;130 SPX 12 30/0= 3.346" -2'- 3.0" Allowed= 1.200" SOX T_ 6,666,DEFT,_-0.346"2 3.3" .Allowed= 3.227. 16616.162 7_.: 1433x ?- -- FL=-3.233" 6.-_^ Allowed Allowed= 1.325" '35 I.3."'EFLe 3E' 3.340"- 30'- 4.0" 1.300" 34,2 21.2.02 3EC;_-0.646"3 35'- 4.3" Allowed 3.267" :*AX 00RI0.16 DEFL= 3.339"2 27'-09.5" Rot 0ORIZ.T:,DEFE= 3.662"a 27'-11.1" 5_4n 0002106-as_ main _ _e____ng system and_ . , ",..s and cladding---'6.;-,a 14-02 14-02 Wind, 6663 mph, 1,22'.'", 7602 4 2,30.1 6 ,ASC 0, 6612 lielghtei, Enclosed, 2 d dura: _ y 7-04-14 6-09-02 6-09-02 7-04-14 designed for windLoads .r 3 ! T z.the plane.,_he=-ass only. 12 12 5.33 M-4x6 -.00 4.0" y 3 �" / 34,8" M-1.5x3 M-1.5x3 • O 7 !1'4-3x6 51-3x4 9f-3x5(S) M-3x4 91-3x6.. i J. i .._._______.-__,r_1.111 97-15 9-00-02 9-57-15 ��fGPFe� . s 2-00 16-04 � �, ! . ..94. � 0. 9' 2-00 28-04 z ,o 5200PE f JOB NAME: 19671- DUTTON CONSTRUCTION - A2 Scale: 3.5135 0 CC- ", .mmmmn..�rwwwee....�w.ga.m.Nwm 33 3` ssnown r;�.ninA OREGON Orr Truss: A2 and Warnings g.mrea.,o„ms,mmm�. 'x,4s ,w x4pp.nnv5x ,,nwnw....eww, L A. mewwngm.,cea.ww.e.erestwn- 'Deslon ore a�«rom .cr""�"e�a'®"°. /� 4r 14,'10 - at s.....e.np=rsaman �m,remnuaaa.gaam.am,• zoo...e.tt .4,r.m.cu lrwn�m.®er>ew:,nw[m:.ingnw RP" wwwavma of erector.aemmw mmanw.33.3 ce s 5953063,75013 :,3(,esdor ` Rf3i �- DATE: 5/17/2017 rswmk+ry clgi.Wtlbng 5.3W 3.2 m>..atrWre ar*I tracing remaeeetNm Own-. S" 1<3209I11 _ owe e.wwmnammneomm.mm>Iu.mo-.cmgand S.,mnu�mxwsam.r�mrrr oft*5533•33553=MK.. �4•' mecem.a.ay..aa.m.5..355 s�..,v, s �wmst..�are m..�,wmsno,>,�..e..mnmsre TRANS LD: LINK 4.awr.�meapb+mnrwaen®e 33.3 ee3.sn�rswwtrma-,.Shiro assumes no 3.53.533,6514 for. EXPIRES: 12131/2017 .+m g. m a wtoannw� w a.5.535,.55.555.5.- ..�...,m.eeaw.wrow.rm mswmm,a of.33 an.aaw.am«�mr May 17,2017 23315,503 in ae3.mw.www,...5.33.n.ew.a Ales m..e.xw,wwovine lines. MR.k USA.Irc.iComp9Tru.Software 7.5.8(IL)-E p te.=m 3 size q�in inches. en331,.W xe.5-131 1.F3R-t9BBQ.47eki S Symbols Numbering System AGeneral Safety Notes LOCATION AND ORIENTATION Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury on Dimensions are in ft-in-sixteenths. ii� 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 C1-2 U�'�16 C2-32. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p \-- WEBS \ c3� 4 may require bracing,or alternative Tor I 1111111111111_ 0 6 a w .ss p.CC bracing should be considered. 1111114110, U e� OZ 3. Never exceed the design loading shown and never Q.. V stack materials on inadequately braced trusses. a 0 p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate o7"8 c6-7 �-s I— designer,erection supervisor,property owner and plates 0- 1114 from outside BOTTOM CHORDS all other interested parties. 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. 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 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 Southern Pine lumber designations are as follows: In all respects,equal to or better than that SYP represents values aspublished iii Indicated by symbol shown and/or specified. by AWC in the NDS by text in the bracing section of the Sr represents ALSO approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. 4111 Indicates location where bearings ii MI ll, (supports)occur. Icons vary but © 16.Do not cut or alter truss member or plate without prior reaction section indicates joint 2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. all 0.-7.17-..." @ 18.Use of green or treated lumber may pose unacceptable -' environmental,health or performance risks,Consult with Industry Standards: Mil project engineer before use. 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 DSB-89: Design Standard for Bracing. isnot sufficient. BCSI: Building Component Safety Information, 1 l@ 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria, Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 I V - / # i 5: 12 - . . . - - co . . . . CNI C Co - . . . - - e- Q - - - : : l� : 5: 12 . : . I 20'-0" SI Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: I ABOVE PLAN PROVIDED FOR TRUSS DUTTON CONSTRUCTION 05/16/17 TRU SMCA COULATIONSNDD ENGINEERED STRUCTURAL PTuTTON -. umber CONSTRUCTION DEERCORD RESPONSIBLE FOR ALL NON-TRUSS DRAWN BY:JP REVISION-2: TO TRUSS CONNECTIONS BUILDING ! t 1 / DUTTON ,CHECKED BY: DESIGNER/ENGINEER OF RECORD TO VIEW AND APPROVE OF ALL i DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. TRUSS t.O M P AN Y TIGARD,OR 3/16"= 1' iAll designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.