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Plans (2) MSTzozd-c9v1 a�1 me. 7 2/73 Sul GN 1 P1 tea, D2 • MiTek' MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 23117-DAN FRYE ROOF DESIGN INFO The truss drawing(s)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: K7681381 thru K7681382 My license renewal date for the state of Oregon is December 31,2021. <c.AED PROptc. ,S\� �NGINF"41 y12. 9 E9200PE 94. 4fOREGON M �412 /O 4r14 20 12- MFRF110-0 April 28,2020 Baxter,David IMPORTANT NOTE:The seal on these lass component designs is a certification that the engineer named is licensed In the jurisdictions)identified and that the designs comply with ANSIfTPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is far MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPl 1,Chapter a This deeiyn preFated from computer input by TP SPECIFICATIONSLIMBER TRUSS SPAN 15'- 2.0" IBC R FR FORCES 9W O- R/➢➢P/C1.00 TC: 23,9DP 1 R16BTR WAD DURATION INCREASE•1.15 1- Sal 0) 95 2- 8={-9]61 2535 3- 0.1-999) 206 2%9➢P RI66TR SPACED 39.0"O.C. 2- 3.1-2682) S19 8- 6={-990) 2535 8-9.1 -60) 890 WEBS 2x9➢P STIES l-4={-2119) 269 8- 5.1 999) 289 LOADING 9- 5.{-2119) 269 TC LATERAL SUPPORT..12"OC. NUN. LLI 25.01+DL) 7.0) ON TOP CEDED• 32.0 PSF 5- 69I-26021 520 BC LATERAL SUPPORT I.I2"OC. ODE. DL ON BOTTOM CHORD• 10.0 POP 6- ]_I II 95 TOTAL WAD• 92.G PSP OVEFNPIAI9 18.0 18.0 SNOW:ASCE]-16, 25 PIP R001 Snow(Rs I BEARING 91PE VERT MAX SORE BRG REQUIRED BR.AREA CO=1, 00.5, CC=1.1, i=1 LOCATIONS REACTIONS REACTIONS SIZE SO.IN. I SPECIES) 0'- 0.0" -76/ 998V -25/ 25E 5.50" 1.56 ➢P 1625) LIMITED SIORADE ODES NOT APPLY COO TO THE SPATIAL 15'- ].0" -]6/ 9]BV 0/ 0% 5.50" 1.56 DP 1625) REQUIREMENTS OF IBC 2018 AND IRO 2018 NOT BEING MET. I BOTTOM CHORD e� OHECHECKED ]SP AC LIVE FOR 9.ap m wi nlr 0h9n6.d for f-5 nsfl 0011 ff AI- 29 ens Soarin9 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. PEP VRRENTLY. VERTICAL DEFLECTION L[8 -1 LL-L/290. llowed90 ➢EPL- -0.013"V -1'- 6.0' Allowed- 0.150" ]M%TL➢BPL- -0.013"V -1'- 6.0' Allowed• 0.200" MA%LL➢EFL- -0.233"V i'- .0' Allowed- 0.]l3" max L Pass. V 7 - -0.011" 6'- .0' Allowed- 0.950" MAX LL V 8 BEPL- -0.011" 16'- .O' Allowed• 0.150" MM TL BE -SEASONED L 16'- B.G" ERVICEd= LIONS SEASONED LIMBER IN DRY SERVICE OONOITIONB • MAX BORIS. LL➢EEL- 0.068'V 19'- 0.5' MAX POWs. TL➢EPL• 0.099'V 19'- 8.5" Design conforms t0 main windforce-reeie1ins 7-07 3-07 system and components and cladding criteria. f 1 - f 4-05-04 3-01-12 3-01-12 4-05-09 niM: ]20 mpA, h-20.2[t, TCDL.9.3.eEDL-6.o, ASce]-16, i 1 1 1 (All Heights), Enclosed/Pr. Open. Cat.2, e%p.0, MNFPS(Dip), 1.6. B9951[, L•15ft, 13.9 ft. Gable/Hip, C089•00. 12 12 Truss desIgned IOC wild loads 3.30 c' M-4x6 'U 2.30 In the place Of the[Mee only. 4.0" ',--x M-1.5x3 y, ` 6 ,fd= --' d-➢`- m� � �_- M-Sx66 �- �l �, _IMo �� ``1 o M-33ie M-3xe 1.50 1.50 12 12 , , 1-06 T-OT 9-07 1-06 00 O PROFF 15-02 ����ENGINE s/Oy9 • DOPE JOB NAME: 23117- DAN FRYE - A2 Scale: 0.352E WARIN105: GENERAL 140116. ""Ia 0MeM.e Med. 9 OREGON ,...Cr 1.BJNa.MxsflrocoN,arh,elry EY 1, upon a bn nMWs Truss: A2 v....:..6l.am6,..0.0.m m Aw.•9n a memo I. �a A. 2 N.anR..an wee[eon N Nn NenM awe n<RP 9I , , N m.5 Pon 2 a. v&I.nmaYPaa.Am.mW sbreM �wwMe4ut¢n 2 Ja .n. n1NN en �Q •1 y 1• o(��} .In.m' .15328 ma.rea, ,,„ root curt ;v0.. P^yegy lgwul ole) �w(�4 V DATE: 4/28/2020 tlew.elnel,n®6.1®vnabiroorMewem0 9s 3.AImALSADLIaWoo1165 SOnNM�n!a M+'ai1BC, MF4RIU- S&4.: K"]651382 I Np1ve°""°"6sep^1e°bsyMenOa'°a melete,.0 m.mre.In 9 e%m .na.a..6.r®w1R 11nam.m..no.elw3eaa Mamma ere s Mee aN S m Eire NwW any ba.sO,o.,On 5.Depn99989.95 6999esm b Pe A.In a nerve-uvne nA,smea. 999On wa4SIO n uany component ens. .vmurmn.. TRANS ID: LINK a.6.m.aN,�r..r.�ntaM.,antaaa.maa.,. N11„1„„. 6. n; a1Ge10nn,.Im6ne06.611088 99orwed.. RENEWAL DATE:12-31-2021 eNlnE.a6,Sm98189,e91P89)a mWt N. = nan OeeVnetes"u Abwm nm wmee E11999999,9 6.T n¢L.alNeu6p,9,99emb9,8,,,106, e.P e6!08em, r.E LN Ia.9991Ins,ea°m plume so Ovoorte, April 28,2020 Tvrmulneca rrywe a Mrt all ee Nmaree araro11®L S.AEIS:.u.W,.eause lm. NIf.N ESA 616.ICn11puT1u 5011890re7 3.O6SP3{SL3E 10.For 636¢cmTOYu Olt demon values e36E5131]II.ES6.198e1MITe16 ThlS design prepared Lrom 101001er input So' SP • LUNE. SPECIFICATIONS TRUSS SPAN 15.- 2.0" IBC 2018 MR%MEs®E0 FORCES 4NE/DDP/Cg=I.00 P 8140TR LOAD D➢RATION INCREASE•1.15 1- 2.) 0) 95 3-8=1-996) 2535 3-8.1-9991 206 ➢P 5166TR 6PAC80 29.0" O.C. 2-3.(-26821 514 B-6.1-990) 2535 8-4•I -II) III WEDS: 2x4➢P STENO 9.(-21141 269 8-5=1-999) 289 WADING 4-5.1-21141 264 TC LATERAL SUPPORT - LLI 25.010DLl 7.01 ON TOP CHORD• 32.0 CI? 5-6.(-26821 520 RC LATERAL SUPPORT 00 12 0C. ➢ON. DL ON BOTTOM CHORD• 10.0 PS? 5-CO1 01 95 TOTAL WAD• 42.0 PSP �VP,RHAIG.; 18.0' i6.0 snow: A➢CB t-SO, 35 DSP Roof 9nON(Pe) BEARING MAXVERY Mal 5051 PRO REOD/RED SR0 IESA LOCATIONS REACTIONS REACTIONS SIZE Sp.IN. (SPECIES) I'- O.D" -76/ 916V -20/ 35N 5.50" 1.56 DP ) 6251 LIMITED STOENT S EMT APPLY DUE TO TNT L SC'- 2.D" -i6/ 9i6V 0/ 0x 5.50" 1.56 DP ) 6251 REQUIREMENTSCE0DTRS OP IBCNOT AND CRC 2018 T BEING e0IN➢NET. BOTTOM CHORD CHECKED COND.-2:Design sharked Sot net 1-5 nsfl uo114)at 24 "Oc snaring ARM BOTTOM CHORD LIVE TOMS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION L =L/240, TL.L/180 MAX LL DBPL• - - - A11014ed- 0.150. MAX L - - t.0 A11(Med- 0.212= MAX T - "(i 7•' . owed- 0. 50" MAX LL - B.O.- O" All A11Mwed- 0.150" MA[TL OEPL n - - 0• 0.300" S5200510 LIMBERIN DRY SERVICE CONDITIONS MAX EORIZ. LL 00£L= 0.060"8 MAX 600I2. TL DIPS,= 0.099"8 14'- I.5 T-07 7_07 Design COnformS to ma wiw£Drce-resisting _- 1 -_-. pp-Steal ORE COmpOCente and Cladding Criteria. 4-05-D9 3-01-12 3-01-12 4-05-D9 Mine: 12o npR, n.Bo.2tt. TTv- Aece 2-16, 1 1 I { j (All Relgntsl, HnclO0ed/PP. Open 6Cat.2, Exp.B, MX100)050), 12 12 WIz1.5, 1•95ft, L=15ft, 13=4£t. Gable/Rip, C01T0n. TOLee designed for wind(Oslo 3.30 �� -I 1'30 M-4x6 in the plane f the c 9 Only. M-3x6 M-3x6, i d M-3x6 M-3z6 Truth designed SneSi for 92 grade a5ketC. t2x4un let-ira of the B and gtadt a htendtOfal tap M-1.5x3 ` M-1.5x3 QAore. Insure tight fit at each ens Of let-in. Wtlwkere moat Oe cut with c and are -0-0. ''---.0.. �,�` M-3x6 penSISSinle at inlet board area.only. _2 0-_�_\ \ M-3x 6M-3x6 _i - 8= � ` o _ M-SxB ` L i - ```` o r_ o M-3x8 M-3x8 o =1.50 1.5 12 D 12 -06 7-07 ' T-Oi 1-06 .1 /Q5,10 PR O/-[`S 15-02 �c`� tNGINFF'9 d/p.. 9200PE I JOB NAME: 23117- DAN FRYE - Al �"- SCale: D.3523 NMNYS6MwMbrmyxdsNR.a.M' 6,nowl6n,a 1. 'aPus,only R,parameters is I51.33.383153.511 51351 9 4OREGON ��� Truss: Al aM Wamrple4e mn.Rmon mmnrer..e wlMlm mmpvaN Awse.ly o'aspn parameters are proper L ......s d mrrvmgn m Ne..rn M N.Nature Same,. 3 mmM�m„nryH gbm'.:ehlCA Dwgn nmaaam„Mom^ ,.Inm�.1l,N� , /O A9y14 20 * ®msmeemeeramor4em%re�„ntowIRm 2ppaMNlariasle swe eeey.nseo-.eeeg,4 noreCI orernsRwe Rr DATE: 4/28/2020 N,mall wue1MSPeraax854CECe5310Ing0..a 3 oarft^ kore ye1020 v0ry lgwm lwtnemstarm•• SIIBCI c SEQ.: K7681381 O.x w a k vow c.,ww 8:any earmerrl meabrwl[mem me a ln0l00d smny es.m.ems 01.rmlwr . .mwn. RBI`,' I.R..n.emMksand el n^Orre awu,15.5 n^trm,n 5 Seer amens,Sues.Nees Se wea m 0 nensu,une emmer at TRANS IDo LINK ^-g315533e555133des530.553.15^ ,155 ;n;saurea`tleee l3,06IMa.e,Ne.,O0,SV 1325E RENEWAL DATE:12-31-2021 5.sampans.M mwItlmaWeuumn mia5"1ONey for Se a team, lehrimamiI507O.Nlerneua5Mealla 55 5W54000 r.ueson assumes lv0Muxeemr.%a O0l 5. B.Nesee14 fumme4NnpxaammtmeYAIHMMty a sea are Same wear caner App1128,2020 IPNVIG In BON.wpm 01.0110.61 la N.M.upon mama Ianmixd@ M,I ro pet lxIan. R re mama ass dells In Wok USA IrcIWmpuTlu Software 7.]OSMOLA IO For tam wn✓zlu pale Ytipivautt[[e 3553515 E53516.8eI350e15 • Symbols • Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury • MgDimensions are in ft-in-sixteenths. • 1111 ihi, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing tor buss system.e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. EilEN 2. Truss bracing must be designed by an engineer.For 0-116r 4 wide truss spacing,individual lateral braces themselves bray ng should be g,or aered. a Tor l _ U s ahouM be cnadequatl. g O O 3. Never exceed the deli n loadin shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate CI-8 car csa OF designer,erection supervisor,property owner and plates 0- 1rU'from outside BOTTOM CHORDS all other interested parties. edge of truss. a 7 6 5 5. Cut members to bear tightly against each other, S. Place plates on each face of truss al 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 plated. 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/IP!1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. a. Unless otherwise noted. me ofre content of lumber lime shall not exceed 19%at lime fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,Ibis 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 to.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 defection the length parallel to slots. 11.Plate type,size,adentatbn 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 00 Trusses are designed for wind loads in the plane of the spooned. Indicated symbol shown and/or th truss unless otherwise shown. by text in the bracing section of the 13.Top chords must be sheathed or pudins provided at 400111 output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing al 10 ff 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. IIndicates location where bearings 1e.Do not cut or aver wss member or plate without prior +` (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 4M reaction section indicates joint ___. _. 1=1 MILE number where bearings occur. 17.Install end load vertically unless indicated otherwise. Min size shown is for crushing only. _fie 18.Use of green or treated lumber may pose unacceptable rr Mill environmental,heath or performance risks.Consul with project engineer before use. Industry Standards: ANSIlTPI1: National Design Specification for Metal 19.Reviewall portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. n SCSI: Building Component Safety Information, M iTe k 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUTPI 1 Suably Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev.10/03/2015