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Plans (78) M5i2014 - o0y sw1f6t31Mic ler MiTek' k MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: E3 REVISED 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: K6586811 thru K6586811 My license renewal date for the state of Oregon is December 31,2019. PROpe GINE kr 1r 8920OPE OREGON bi t� 14 11/4 is 2,0 " FIR,L ___ __ __-_-___ _____ ____. ___ _e= August 26,2019 Baxter,David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 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 for 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/TPI 1,Chapter 2. 1' This design prepared from computer inout by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS 7-09-DO GIRDER SUPPORTING 21-06-04 _BC 2015 MAX MEMBER FORCES CWR/DDF/C.P1.00 IC: 2x6 DF 2250? LOAD DURATION INCREASE = 1.15 (Nos-Rep) 1-2=(-20) 28 4-5=1-192) 2070 1-4=( -152) 50 2-6=(-2296) 2_6 31: 2x6 OF 22503 2-3=(-20) 28 3-68(-192) 2070 4-2-(-2296) 216 6-1=( -152) CO WEBS: 2x4 OF 2400F; LOADING 5-2=( -126) 1700 2x6 OF 2400E A LL= 25 PSF Ground Snow (Pg) TC UNIF LLC 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0" TC 7'- 9.0" V BEARING MAX VERT MAX 1GR1 BRG REQU-RED BF.G AREA TC LATERAL SUPPORT 1= 12"OC. JON. BC UYIF LL( 246.1)+DL( 187.3)= 433.4 PLF 0'- 0.0" TC 7'- 9.0" V LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 1 �C -,ATFRAI SUPPORT <= 12"01. JON. 0'- 7.0" -179/ 192817 -39/ 399 5.50" 3.08 OF ( 625) BOTTOM CHORD CHECKED FOR 13PSF LIVE LOAD. TCP 7'- 9.0" -179/ 1928V 0/ OH 5.50" 3.08 DF ( 621) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ( 2 ) complete trusses regaired. . ALLach 2 ply wiL:1 3"x.13= DIA GUN p. LUND. 2: Des'gn one-ked for net(-5 osfl uplift at 24 "t- srarir.g. Jr mai-s staggerer: #. 9" oc in 2 row(s) throughout 2x6 top charts, VERT:CAL DEFLECCION LIMITS: LL-L/240, TL-L/180 9" oc in 2 row(s) throughout 206 bottom c Drds, MAX LI DEFT = -0.012" @ 3'- 10.5" Allowed = C.3s2" \n/ 9" oc in 2 row(s) throughout 2x6 webs, t' MAX 'PL 0663. = -0.019" @ 3'- 10.5" Allowed C.456.!x\/J(\ 9" oc in 1 row(s) LhroughouL 2x4 wets. !' SEASONED LUMBER IN DRY SEW/CE CONDITIONS }' MAX HCRIZ. IL DEFL = 0.0,53" @ 7'- 3.5" MAX ))CASE. CL DEFL= 0.035" @ 7'- 3.5" Design conforms no main windforce-resisting 3-10-08 3-10-08 system and components and cladding criteria. Wind: 120 mph, h=20ft, TCD1=4.2,BCDL-6.0, ASCE '-10, M-1.5x3 M-3x8 M-1.5X3 (All Heights), Enclosed, Cat.2, sxp.B, MWFHS(Uir), load duration factor-1.6, f 1 e , -I End vertical(s) are exposed two wind, Truss designed forwind loads it the plane of -.he truss only. 11 0 0 oA P o N N 4 }I 5 ,C -N1-6x6 1 M-1.5x3 -M-6x6 y I' b .1' 3-10-08 3-10-08 #. 7-09 ..: ii-l.OURROpt: :- �0GINEt'� c.42." ` 89200PE f.-:: JOB NAME : 6 0 6 5-A E 3 , E 3 �FT . Scale: 0.6433 . ` . WARNNGE GENERAL NOTES. unlessalhem4se noted: �� �Q 1.Briber sed edan contractor should be advised of General Notes 1.This designs based only upon the parameters shown end is for en and vidual Truss: E3 and Wa*'u before coneauceen commences bulla) et lebll of dee eters end Mang conn n App ry Ian parameters proper x 2.2,4 on web bracing must be installed where shown+. Coep o of component b the mapoMlbl/ly of Ne battling designer. Q 1 3.AsdH bnpomry bracing b noun stability during construction 2 Design ens at assumes do ot lop an rd espectively unless b braced lateral, braced eu length by ?6 � 1 T b the *MIR of the erector.Additional permanent bracing of continuous sheathing suchesphwaoa eheattatrATC)and/or dryrv°NBC). DATE: 8/26/2019 the structure is the re°ponelblty of the building designer. 3.24 Impact bridging or beerelbradshow ng required where shor n I6. SE K 6 5 8 6 811 4.No bad I be appled a theto any Component unSI after al bracing and 4.Immolation of truss responsib)ldy of the respective contracts. Q' fed We complete and also lee.should any loads greater than 5.Dear assumes Doses are b be used in a noncorrosive environment and are for'dry coWloe of use. TRANS I D: LINK desgn b spitted b any component. 5.Comes has no mond over and assumes no reepon9bllity ler the 6 Design assumes MI baa kg a al supports shown.Shim m wedge If EXPIRES: 12-31-2019 °nary fabrics' handing,shipment and installation of components. assumeshalbebcated bamnageafouss,d. August 26,2019 8.This Y/umiNed subject to Na imiletioe set(orlh by 8.Refer shat he located an bosh taste of Daae,end placed so their center TPIMT in SCSI copies of o idl col be furnished upon request lines coincide 04N OW center Ines. 9.Digits indicate sized pale in inches. MiTek U Int.(CompuTruS Software 7.6.B(1L)-E 10.For basic connectoplete design ceAse see ESR-1311,E5R-1988(MiTek) } 1 , Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/4" Center plate on joint unless x,y 6-48 dimensions shown in ft-in-sixteenths Failure to Follo v Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Pelleonal Injury r�� Dimensions are in ft-in-sixteenths. li MAL Apply plates to both sides of truss 1 2 31. Additional stability ting for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-brach ,is always required. See BCSI. 2. Truss bracing must e designed by an engineer.For 0-;16wide trussspacing, dividual lateralbraces themselves 0mayrequirebracioraltemativerTorI0'1-c i I i h I I ii pbracing should be0_■_ O3. Neverexceed the ignloadingshown and never \1 I P i 14 IA Ustackmaterialsonidequatelybracedtrusses.ilhi it 4. Provide copies of truss design to the building c7-s C6-7 C5-6 O P 9 For 4 x 2 orientation,locate H designer,erection pervisor,property owner and BOTTOM CHORDS all other interested dies. plates 0- '+s'from outside edge of truss. 8 7 6 5 5. Cut members to be tightly against each other. 6. Place plates on ea face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed f Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regula d by ANSI/I-PI 1. connector plates. THE LEFT. 7. Design assumes trr4ses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in t�Ixord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise need,moisture content of lumber shall not exceed 1Wk at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly rrq�ed,this design is not applicable for PLATE SIZE use with fire retard t,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-sctural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility ofru4 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,odebtation and location dimensions indicated are minim,.m plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall of the species and size,and in all respects,equa to or better than that i Trusses are designed for wind loads in the plane of the specified. i� Indicated by symbol shown and/or g by text in the bracing section of the truss unless otherwise shown. 13.Top chords must besheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSUTPI 1 14.Bottom chords requ lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber valuesor less,if no ceding instated,unless otherwise noted. BEARING established by others. 15.Connections not sare the responsibility of others. I Indicates location where bearings 16.Do not cut or alter ss member or plate without pr or 4111.0 (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an eng' er. reaction section indicates joint II =lim=111. number where bearings occur. 17.Install and load vet y unless indicated otherwise. Min size shown is for crushing only. ►—� At. 18.Use of green or tr d lumber may pose unacceptable 1.- 4 environmental,heal or performance risks.Consult with liii Industry Standards: Milproject engineer be re use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions this design(front,back,words Plate Connected Wood Truss Construction. DSB-89: and pictures)beStandard for Bracing. is not sufficient f fuse.Reviewing pictures alone Design9 til BCSI: Building Component Safety Information, I'dl 1 ek 20.Design assumes mjhufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality 1'triteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.10/03/2015 1 MiTek MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 6065-ABP 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: K6591270 thru K6591274 My license renewal date for the state of Oregon is December 31, 2019. viGIN ..e9 44. 882OOPE r o x" 14 2 oer August 27,2019 Baxter,David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSUTPI 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 for 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 TPI 1,Chapter 2. }, ?II This design prepared from computer inout by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- C.0" bOND. 2: Des1en checked top nett-a DSli uDli_t at 29 "es spacird. IC: 2x4 KDDF 11&B^_R LOAD DURATION INCREASE = 1._5 I 3C: 2x4 KDDF BS&B^_R SPACED 24.0" O.C. i'f:ND 3: 250 00 1,-.F SETS-NTC Lor WEBS: 2nd KDDF STAND • LJAC_NG Design conforms to main. windferce-resisting TC LATERAL SUPPORT <e 12"OC. CON. LLI 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF system and components and cladding criteria. SC LATERAL SUPPORT <= 12"OC. CON. { DI ON BOTTOM CHORD= 10.0 PSF {' TOTAL LOAD= 47.0 PSF Wind: 121 mph, 0=22.2f., -2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.E, PIWFRS(Dir), • load duration factor-1.6, Snow: ASCE 7-10, 25 PSF Roof Snow(Ps) End vertical(s) are expound to wind, y{y Cs=1, Ce=1, Ct=1.1, I=1 Truss designed for wind loads LTMTTFD STORAGE in the plane of ate truss only. Sj F DOES NOT 0PPLY DUE TO THE SPATTAT, REQUIREMENTS OF IBC 201a AND IRC 2015 NCT BEING MEC. No:.e:Truss design requires continuous • BOCT0M CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP bearing wall for entire span UON. AND BOTTOM CHORD L=V3 LOADS ACT NON-CONCURRENTLY. • • 5-09-1.4 0-02-12 1 HHp 11' 12 • 12.00 M-1.5x4 • T • I' I• • • M I Mar O M-3x4 M-1.)5x3 • • • ` 892( ?PE 9c' JOB NAME : 6 0 6 5—A B4,41F, ��Jj/7`� 1 • Scale: 0.=024 WARNINGS:' GENERAL NOTES unless otherwise noted. _. i Builder aretl oe contractor should be advised of NI General Nobe 1 This design is based only upon the parameters shown and is f«an individual •�REGON Tru 5 s: B P 1 d Wa before construction comma ncea. building component Applceblly W y design parameter.and proper 6 2 2 'on web bradng most be installed where shown. Incorporation of component la the reaponslbSly of the bulking designer. /� 3.Addlt roomy bracing to Insure ability during construcdon 2 Design assumes the by and bottom chorda to be Wesly braced at w LF tithe stilly of the erector.Additional permanent bracing of 2 0.0.and aIle o.c.respectively unless braced throughout their length by Y DATE: 8/27/2019 the structure Is the reaponslbiNy of 0e building designer. colopad bridging sheathing Mor such as*Woodred nee ender drywaNBC). J.2stmatioDofmis Warespradngity m choNo component rcspecrsi.ervd«. -- n bras complete and at no rime should any loads greater Than 5.Design assumes nditio are to be used in a non-corrosive environment. TRANS I D• LINK design b e/tooled to any component. and are fo a y aondNon or use. • ©(� •f�������••{ i 5.ConpuT Ins no control over and*brumes no neponeibility for the 5.Design assumes full baedng m al supports shown.Shim or wedge N CY 1(� �' c3 1 1_Ii. (abdnt' bending,shipment end installation of components. necessary. L.� IR { 1 s7 7.Design assumes adequate drainage oprovided. August 27,2019 6.This des' le furnished subject to the Irnibdnrn sal forth by 8.Rates shat be boated on bath faces of Cues,and placed so their center TPDWT in BCS l copies of Meth Wil be furnished upon request lines colndda with bell center Ines. 9.Digits indicate eiee of plate in indea. MiTek U Inc./CornpaTres Sollwere 7.6.8(1L)-E 10.For basic conreoorOde design values see ESR-1311,E511-1888(MiTek) • /11 1 i. This design prepared from computer input by Pacific Lumber and Truss-BC t, 1111__ LIMBER SPECIFICATIONS 1'. TRUSS SPAN 1'- 9.0" VONP.. 2: Dr.gi)n erkod tnr net(-5 pet) uplift a- 2s "cc spacing. TC: 2x4 KDDF 41&BTR LOAD DURATION INCREASE = 1.15 sta - t t • - ^ a 3C: 2x4 KDDF 41037R SPACED 24.0" U.C. WEBS: 2x9 KDDF II1&BTR LOADING Design conforms to main windferce-resisting TC LATERAL SUPPORT<= 12"00. .ION. LI( 25.0)«DL( 7.0) ON TOP CHORD = 32.0 PSF system and cy¢ponents and o_addinq Criteria. 3C LATERAL SUPPORT<= 12"0C. 'JON. it DL OK BOTTOM CHORD = 10.0 PSF ^OTAT, TOAD = =2.0 PIF Wind: 12C mph, h-23.Zft, TCDL=9.2,BCDL=6.0, ASCE 7-10, ii toll Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir), i load duration factor=1.6, 3, snow: ASCE 7-10, 25 ?SF Roof Snow(Ps) End vertioa_(s) are exposed to -«_ed, Cs=1, Ce=1, Ct=1.1, I=1 Truss resigned for wino, roars 12 !. L-MTTFD STOPAGR DOES NOT APPTY DUB TO ^H7 SPATTSL in the plane of the truss only. 1. (REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. 12.00 P7 #. IO Le:Truss design requires continuous BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TCP bearing wall for entire span UCN. AND 5O^_TOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. M-1.5x3 f it l M-3x4 } F 1 �6 . m rn 0 ro ,, ,, I IL • o 's� •t1-3x4 o vt m �M-4x4 7 1M aro 0 I 1 0 .. .. i { i i • _... 3 £ 8 10 IM-4x4 =M-454 ti) PR OP 1 1-09 t � No 4?1 t k" ./0 , :9200P e* JOB NAME : 6065-A - Bf2 A �� Scale: 0.384.1 WARNINGS:' GENERAL NOTES. unless otherwise noted: fai 4 I.Builder dah er er. contractor shout'be advised of all b General Nos 1.This designs based one upon the parameters shown and is far an ind'redual g OREGON As Truss: B P 2 and Ws a befam oonaouwon commences. building component Aepl®blly«deatgn parameters end proper 2.2,4 on web bracing must be installed where shown.. Inwrpomfbn of component n the responsibility of me building designer. I L. yh 3.Addition porery bracing to Insure etabley during construction 2.Design assumes the top and bottom chards to be ebraN braced at ****40, '' J' 14. lli^17 N the r abll of the erector.M4it octal t bracing f 2 o a end al 10 o.c.respectively unless braced throughout their length by M ry permanen g o continuous sheathing such as plywood iteral ng(Te)andlor dryweeBC). DATE: 8/27/2019 the structure Is the reaponasSy of me building designer. 3.2:Impact bridging or morel bracing required where shown.« j e 61 LV SEQ.: K 6 5 912 71 4.No bad t'be appfed to any someone.until after al bracing and 4.Instate of truss a the Is a use of the respective conoaaor. fl f fade complete and at no time should any loads greater men S.Design assumestrusses are b be used in a non-corrosive environment, TRANS I D: LINK design be spieled to any component. 6 De are.W rows hddbbaat q e al supports mown.Shim on wedge if EXPIRES: X 1241-2019 n o 5.Conpu hes no control over and essumea no lesponeibley for the („(� � . f Y V. labrin' handing,shipment and installation of components. sn as 7.Designassumesbeeeaded on both faces a sofsssprovs,en August 27,2019 6.This b famished subject to me Imitations set bin by S.Hetes shat be located on botM1 fees Moues,end placed w their center TPSWT in BGS)copies of wlhich Nil be furnished upon request lines coincide with jam center Ines. 9.Digits indicate sift of pets in inches. MiTek U inc./CompuTrus Software«7.7.0(1 L)-E 10.For basic connector pine design vabes ue ESR-1311,ESR-1338(MiTek) 4 I' This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SOON 1'- 10.5" 'rOND. 2: Darin " eckcd for net(-S n"I) npiift a- 2s "cc spacing. IC: 2x4 KDDF *16B^_R i LOAD ODRAT=ON INCREASE = 1.15 I,II-- 3C: 2x9 KDDF 1116.137R SPACED 24.0" J.C. OND. 3: 2SO.00 PLF SE_SNIi TOAD WEBS: 2x4 KDDF R16BCR Design conforms to main sindfcrce-resisring I,3ADING systm and components arid^cladding cr_tcria. TC LATERAL SUPPORT 0= 12"OC. JON. LL( 25.0)+DL( 7.0) CN TOP CHORD - 32.0 PSF __ LATERAL SUPPORT 0= 12"OC. DON. DL ON BOTTOM CHORD = 10.0 PSF Wind: _2C mph, h=24.2ft, r^uL=4.2,BCDL-6.0, ASCE '-10, TOTAL LOAD = 47.5 PIF (All Heights), Enclosed, Cat.2, Exp.B, 3)WPRS(Dir), load duration factor-1.6, 12Snow: ASCE 7-.D, 75 PSF Roof Snow(Ps)(Ps) End veroncel(s) arc cxposcd tc wind, '2.00 7 ).. Cs=1, Ce-i., C_=1.1, I=_ Cross designed for wind loads 1'.1 in the plane cf the truss only. f.-NTTFD STOR.AGA DORS NOT APPLY ODATO TOO IPATT%..i, M-1.5X.3 4 i� REQUIREMENTS OF IBC 201.5 AND IRC 2013 NOT BEING MET. NOLO,Truss design requires Conlinuaus f 3 bearing wall for entire span UON. 'BCTTOM CHORD COECKED. FOR 12PSF LIVE LOAD. TCP f i AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. "/M-4x4 1 2 I. h ii MM O O I I N o ,akl\ 9N,3A4 M-3x6 / 0l I #, to 0 I W f I - ! 5 6 3 11 M-5x6 M-4x6 O PR t i-,0-08 , . : Q1N i &9200PE y JOB NAME : 6065—A — B 3r (yw Scale: 0.39:7 rilli WARNINGS i GENERAL NOTES. unless otherwise noted :itl AL OREGON a� win 1 Builder •eredton centrads Moab be advised of all General Nobs 1.This design r based ony upon the parameters shown and is fou an mdicideal ..ani/(aJ_ Truss: BP3 1Wa( ..bee orecenstmaioncommences. biddbgrnrpnentAppicabliryddesignperemetea.ndsneer t,JR� �bi 1 incorporation of component is the nespdveibdry d the bdlcks designs, g 2 1•• web bndng must be Metalled where sham+. 2,Design assumes be lop and bottom chords se be laterally tanned an ,�) 3 Ad temporary bracing b Insure stability during consiructlon t a.c and al 10 o.r.respecevely unties braced throughout Meir k gth by `+ 1.04.: � ....1-J7 Atha • ••Id ofthe erects.Additional perm°mdbrerhgef continuous sheathing such espMvood•hedena(TC).ndis drywsMaC). DATE: 8/27/2019i the•- Mindere is the reepondMny of the building designer. 3.20 kngx9 Elltlglg a lateral brecingta•erad e4oa0eno n++ i l �,. 4.No bad 1•Id be appled to any component until alter Si bracing end 4.Installation of truss is be responsbily done respective contractor. SEQ. : K6591272 5. eaumesmimes are tobeused inanein�toeeea,vabmnent fast-- complete and at no erne should any beds greeter thanDesign and are i design be spied to any component. for•dry con9lon'duse TRANS ID: LINK 6.Campoi haeroconbaleu°rmda°aumeenore°poWbtlry�ttm 6.Desgnassumes9dlbeaMgatal°ume%shownShimorwedge( EXPIRES: 1. .41_2019 handl shipment and Mediation of components. assumes 11,10 - nes' p prah° 0.ProBe esratedtf both ge clOseded. August 27,2019 8.This•- M hunched bided to the imitations u[male by B.Plelashal bs.WotW-m balm teas dams and placed so•mi nimbi TPW.T.1 A BESS copies of deft cel be famished upon request Nies coincide WMM joint center Ines. 9.Digits indicate size of date an inches. MiTek ,Me./CompuTrus Software a7.7.0(IL)-E 10.For basic connecter pyre design values see ESR.3f1.ESR-1986)MTs) I I !r 1 o This design prepared from computer input by Pacific Lumber a-d Truss-BC 0 LUMBER SPEC=FICATIONs j', TRUSS SPAN 1.1- 10.5.fl TC: 2x4 KCDF $1SBTR LOAD DURATION INCREASE = 1.15 BC: 2x4 KCDF 81&BTR SPACED 24..C" 0.C. FOND. ': 250.00 PLF SEISMIC J.•AD. WEBS: 2x4 KCDF B15BTRDesign conforms Lo main wind=orce-rosisLing 'I LOADING system and components and cladding d`-i Coria. TC LATERAL SUPPORT 12"0C. 005. i�1, LL( 25.0),DL( 7.0) ON TOP CHORD = 32.0 PSF EC LATERAL SUPPORT <= 12"OC. UON. Di ON BOTTOM CHORD= 12.0 PSF Wind: 120 mph, i-24.8ft, TCDL-4.2,BCDL-6.C, ASCE 7-10, TOT.AT. LOAD= 42.0 PSF i (All Heights), Enclosed, Cat.2, Exp.e, MWFRS(Dir), Unbalanced live loads have been 0 load duration factor-1.6, ' considered for this design. sal Snow: ASCE 7-10, 25 PSF Roof Snow(0s) End vertical(s) are exposed to wind, Cs=1, :;e=1, Ct.-1.1, I=1 'Truss designed for wind loads I Y,, 1in the plane of the truss Gn_y. 1 T,TMITRD STORAGE DUES NOT .AwPLY DUE TO THE SPA^TAT. f, PEOUIREMENTS OF IBC 201. AND =RC 2015 NCT BEING MET. No-e:Truss design requires continuous {J-06-13 4' BOTTOM CHORD CROCKED FOR 1GPSF LIVE LOAD. TOP bearing wall for entire span UON. f-1 T! BOTTOM CHORD LIYE LOADS ACT NON-CONCURRENTLY. 0-04-08 T 4 1' 0-11-05 1 0-11-03 i: ��. T T 0-02-1? 12 12.00 7 M-3x6 M-5x64-1.5x3+ M-4x6 418' /- �eeia:F z y1 -3x4 R i1 M-3x8. -3x4 l o O i d{ \ ji o 1 ii0 , fl M-3x6,3 �1 .F :. NrsX4 ill il 4T 7 G1Net /1714 I�� r M-5x6 M-4. W. 4. J /, :''' `, . ::.:92.4., r : 1-10-08 `./r r JOB NAME : 6065-A - B"i"3 Scale: 8.2341 . a / WARPING& GENCBALNOTES. uNessotemeenumtl t 1,Builder erection cenbactcr should bd sods!ISeneral Notes I.This designs based only upon the parameters shown and slow an individual Truss: BP4 , ( before combustan commences. laaeeg component Applicability d design parameters and proper tic 2.2a5 web bracing mush*restaged where shown incorporation of component lathe respansibilly of me building designer. /,. 4 ].Adel .,..:rybradr9to mare ettlYey during construction 2.Design assumes the lop and bdtan chords to be,009hb braced a[ ( 1 Jl is the ty of the erecta AdMtlonal permanent brae f mien:o nor s110'o u,such se plho•nbu bracesg(TC ndiordOut their lengthC( a'r'F ng n mntlnuoue sheathing such es plywood sheathing(TC)endbrdrywallBCi. DATE: 8/27/2019 the• isthe reaperrellyofthe balding designer. 3.MImpact bridging or lateral bracing required whereshown.. ` 1LV Ta t.No bad.1• •be spoiled to anyno, ent line after el bracing and S.Installation or buss s me responsteity of the respective oonbaaur. •a F_ SEQ.: K6591273 teste complete as ores a,,.shoots pep bade g,ees.rs,en a.Design assumes Masses amtobeneed manos<arodueenvironment. design be tippled q any component. and are(wary condition•of use. TRANS ID: LINK 8 Quip assumes fWbearing atail supports shwn Shim or wedge if EXPIRES: 124/ 2019 5.Compo bran control over and assumes no reeponePoNty tar the necessary. ... t •1 heeding,shipment are installation of components. 7.Design assumes adequate drainage is provided. 6.This• lel isfurnished abiecttotb.imaaliomaelNth bp H.Plates shall belocated onboth faces oftruss,and Owed so their coast August 27,2019 TP '.BCS,males of which'Saba Aamsbed upon request. yews coincide with joint center Ines. B.Digits indicate sae etas:.in mems. MiTek ,. kteiConepuTnts Software+7.7.0(1L}E 1g.For basiccannedor date design valor see ESR-1311,ESR-1868 GAIN) IIS J t'. This design prepared from computer input by II-- Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 1'- 10.5" BOND. 2: Desi.nn che:bed icr net(-a Psi) us:ties at 24 "or uUacir.E. TC: 2x4 KODF f1&B7R LOAD DURA^_ION INCREASE = 1.15 k-c:ND 3. 250 00 P-,F SRTSOTC TOAD SC: 2x4 ROOF 416B^R :j SPACED 24.2" U.C. WEBS: 2x4 KDDF 416B7R Design conforms so pair. windforce-resisting LOADING system ant: components and:'ladling criteria. TC LATERAL SUPPORT<= 12^OC. JON. LL( 2.1.0)055( 7.0) ON TOP CHORD = 32.0 PSF SC LATERAL SUPPORT<= 12"00. EON. DL ON BOTTOM CHORD = 10.0 PSF hind: 120 mph, h=24.Bf_, TCDL=4.2,BCDL=6.0, ASCE 7-1U, TUTAT. TOAD e 42.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), M-3x4load duration factor-1.6, Snow: ASCE 7-1C, 25 PSF Roof Snow(Ps) End vertical(s) are exposed to wind, M-1.5x3 -14-4x4 'f' Cs=1, Ce=1, Ct=1.1, I=i Truss designed for wind loads -/ inithe plane of she truss only. ■ - t. i.TNTTF i STOPAGF DO'S NOT APPLY DDR TO TIP SPATIA ei REQUIREMENTS 0= :BC 2015 AND IRC 2015 NOT BEING MET. No-e:Truss design requires continuous �� BOTTOM CEORD CHECKED FOR 10PSF L_V3 LOAD. TOP hearing wall for entire span 000. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. f' 1. M-3x8 d o_IN,1 0 0 I 0i 0 }, I I M-4x4 II_ USD imm t. 5F 9 12 • M-4x6 M-3x4 M-5x6 '"C `�C1 A j� YV 44�F V ,_,o-08 4 JOB NAME : 6 0 6 5—A — B P1, • Scale: 5.3120 • 4111P/� WARNNer eg O.Tbsde NOTES, unless otherwise parameters �OREGON. .1e'4s 1 Builder�radian contractor shop be advised of all General Notes i.This design re based any upon the paremerors Novm and is la an individual Truss: B P 5 d w before construction commences. building component A is or design parameter.end proper - y 2 244.• •n web bracing must be installed where shown i.. Incorporation of component Is Sr.reeponslNity of the building designer. ,/�h iy 3.Addle• 1 ••- bracing b Insure sootily during construction 2.Design assumes the by and bottom chords to be bteraly bawd n `0 1F3 I ,.yam, Is the ( �•lity tithe erector.Additional permanent bracing of 2 continuous end at10.oc such ea eywoodsbreed(TC)an/their length).by �vY `_ cord mous ddgIng r such ea aMwood aired ogre s and/or drywel(BC). fUl rrR RI � DATE: 8/27/2019 mete: alucwrels mer.epo+elmny of the bmbmgaeagwr. 9 2x Impact bnagutg alateral Gedng required where anon«. ii��, 4.No bad .Id be appled to any component until alter al bracing and 4.Insolation of truss n the responsibilly M the respective contractor. SEQ.: K 6 S 912 7 4 fasts- complete end at no time should any loads greater men 5.Design assumes mares are to be used m a non-corrosive environment and condigon-of use. TRANS I D: LINK design1 be apples to any component. a las assw�d W boating a al supports shown Shim o wedge 'EXPIRES: j f�31 fy (� 6.Carpo has no control over and assumes no reeponeibllity for the ��111.�, -2,GTi7 A'Ls� necessary fables r...handing.shipment and insolation of components. .°°°pnassumes aaeddrainage August 27,2019 8.This•.. b famished subject wforth bjeimitations h by g.Pone shall b be oer located on both e of buss,end placed so their canter TPLWS.'In SCSI,copies of which gal be furnished upon request Ones coirdde wit joint enter Ines. U0 9.Digits indicate size of pleb in inches. 114UqA,Inc./Coenpulrus Software 7.6.8(1L)-E 10.For bask connector plate design values see ESR-1911,ESR-1985(MiTek) II i 41 I� i 1 Symbols Numbering SystemA General Safety Notes PLATE LOCATION AND ORIENTATION 4 " Center plate on joint unless x,y 6-48 dimensions shown in ft-in-sixteenths Failure to Folk*Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or PeOsonal Injury MirDimensions are in ft-in-sixteenths. lillik Apply plates to both sides of truss 1 2 3 1. Additional stability cing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-braci ,is always required. See BCSI. �� 2. Truss bracing must) designed by an engineer.For 0"1116 4 wide truss spacing,, dividual lateral braces themselves AlEmay require brat or alternative Tor I __ p bracing should be sidered. _ OCe I_� O 8 a 3. Never exceed the ign loading shown and never a U stack materials on' adequately braced trusses. O 4. Provide copies of truss design to the building For 4 x 2 orientation,locate c7-8 C6-7 C5-6 designer,erection pervisor,property owner and BOTTOM CHORDS all other interested rties. plates 0- '+s"from outside edge of truss. 8 7 6 55. Cut members to be r tightly against each other. 6. Place plates on ea face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed 5.4.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regu by ANSUTPI 1. connectorlates. THE LEFT. P 7. Design assumesto ses wiN be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in rd with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise ed,moisture content of lumber shall not exceed 1 at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly ed,this design is not applicable for PLATE SIZE use with fire reta t preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non- ctural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility oftrfabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead I deflection. the length parallel to slots. 11.Plate type,size, talion and location dimensions indicated are mini m plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall of the species and size,and in all respects,a 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 heathed or purlins provided at output. Use T or I bracing spacing indicated design. if indicated. Lumber design values are in accordance with ANSIITPI 1 14.Bottom chords req lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceding installed,unless otherwise noted. BEARING established by others. 15.Connections not are the responsibility of others. Indicates location where bearings 16.Do not cut or alter 0 ss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an eng er. reaction section indicates joint MIN MS { number where bearings occur. 17.Install and load ve Ily unless indicated otherwise. ® Min size shown is for crushing only. 18.Use of green or tr lumber may pose unacceptable NI. environmental,h or performance risks.Consult with project engineer re use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions f this design(front,back,words and pictures)bef useReviewing pictures alone Plate Connected Wood Truss Construction, is not sufficient DSB-89: Design Standard for Bracing. 4 BCSI: Building Component Safety Information, 20.Design assumesufacture in accordance with Guide to Good Practice for Handling, M 1 Te kANSI/TPI 1 Quality riteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 i•f 1 f i