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HomeMy WebLinkAbouttrusses - MST2022-00493 RECEIVED DEC 0 1 2022 CITY OF TIGARD MiTek BUILDING DIVISION MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 25118 POLYGON-T. MORR MH 2S TRIPLEX (A) 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: K 10814580 thru K 10814702 My license renewal date for the state of Oregon is June 30,2023. QED PROFF 0NGINEF�'SjOti 9 87022PE N >At y 4i,OREGON ti5 4, A. HE OFFICE COPY r 2023 December 10,2021 Hernandez, Marcos 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 M Tek'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 venfied the applicability of the design parameters or the designs for any particular building. Before use, the bu Id ng designer should verify applicability of design parameters and properly incorporate these designs into the overall building des gn per ANSI/TPI 1.Chapter 2 Job Truss TTruss Type 'City Ply POLYGON T MORR MH 2S TRIPLEX(A) K10814580 25118 A01 California Girder 1 `n ,Job Reference(F4ilronalj } Pacific Lumber 8 Truss Co. Lake Oswego OR 97035, 8 430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10 48 56 2021 Page 1 ID eM2ylQJm5vewge2uSY7 myz30cF-S8R0Eon54t6K73bYFCIWwrN97Uptilj13bUXYLHyAlU5 5-0-4 6 6,- 1148.2 + 1624 24-10-1 C 31-6-14 37-6-9 36.0 12 40-7 0 5-0-4 0-6-3 5-11.11 614 6-8-4 ' 6-6-4 55-1111 0l45 2-6-4 Scale-1'22 6-00 IV 5x8 4x6= 4x8= 4x8= 3x4 I I 4x12= 5x6 2 rsa 21 22 ,3 6g3 24 25 ., 4a 27 t J9 ,L,6 30 31 32 m 33 7 m 34 35 . 36 8 54 _ gn 9 n n n ll n nor n rt n e n n n n n n 1.11 38 39 1740 41 42 18 43 44 15 45 46 47 48 14 49 50 51 13 52 53 54 12 55 11 10 4x6= NAILED 4.6 NAI.ED 8x10 M18SHS= NA LED 3x4 II 8x10 M18SHS= NAILED 3x4 11 NAILED 5x12= 3x4 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAI.ED 5-0-4 11-6-2 18-2-6 24-10.10 31-6-14 38-0-12 _40_-7-0 5-0-4 4 6-5-14 * - _.6-8-4 1 6-8-4 6-8-4 6-5-14 2-6 Plate Offsets I;X,YI- :12:0-6-0,0-2-121 j14:0-5-0,0-4-81,116:0-5-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 250 Plate Grip DOL 1 15 TC 043 Vert(LL) -0.57 14-15 >845 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 115 BC 0.78 Ven(CT) -0.90 14-15 =536 180 M18SHS 220/195 TCLL 7.0 Rep Stress'nor NO WB 0.98 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-MS Weight:474 lb FT=20% - LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr'Except' TOP CHORD Structural wood sheathing drectly applied or 5-3-4 oc purlins 2-5,5-8:2x6 DF 1800F 2 l E except end verticals,and 2-0-0 oc purlins(5-6-5 max) 2-8 BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 DF Stud/Sid WEBS 1 Row at midpt 3-17 7-12 REACTIONS. (size) 1=Mechanical 11=Mechanical Max Horz 1=58(LC 48) Max Uplift 1=-404(LC 10),11=-604(LC 11) Max Gray 1=3539(LC 30),11=4260(LC 30) FORCES. (lb)-Max.Comp/Max_Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=6914/841,2-3=-6081/779 3-4=12047/1730 4-6=14123/2153,6-7=-1 4 1 23/21 53, 7-8=3804/559,8-9=-4248/604 9-11=-4329/605 SOT CHORD 1-17=742/6075,1 6-1 7=1 703/1 1 973,15-16-2162/14538 14-15=2162/14538, 13-14=-1589/10820,12-13=-1589/10820 WEBS 2-17=-240/2547,3-17=6442/1054 3-16=-32/1315,4-16-2732/522 4-15=0/499 4-14=-461/55,6-14=-753/346,7 14=572/3538,7-13=0/451 7-12=7612/1143, 8.12=0/822.9-12=-618/4450 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows n ^ Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc QEQ r PVF�s Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc y�`(, G NE C s� Webs connected as follows:2x4-1 row at 0-9-0 oc. n 2)Al loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section Ply to r,V,\ �' 9 Oy9 ply connections have been provided to distnbute only loads noted as(F)or(B),unless otherwise indicated. 3)Wirid ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph TCDL=4 2psf;BCDL=6 Opsf;h=25ft;Cat.II'.Exp B,Enclosed, 870 PE MWFRS(envelope)gable end zone,cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1 60 plate grip DOL=1 60 4)TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15).Is=1 0,Rough Cat B Partially Exp. Ce=1 0,Cs=1 00 Ct=1 10 5)Unbalanced snow loads have been considered for This design /' 0 ►.ry /i 6)Provide adequate drainage to prevent water ponding 9 SOT OREGON ri0 4/ 7)All plates are MT20 plates unless otherwise indicated Q 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �(�1 FMQE R 11 �� 9)'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 On �� will fit between the bottom chord and any other members 4-3A A. HS 10)Refer to girder(s)for truss to truss connections 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at pints)except(jt=lb) EXPIRES: 06/30/2023 1=404 11=504 12)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI December 10,2021 liggibited dr•,bade 2 O WARN'.N, Venfy design parameters and READ ,TE-•:N THI AN de= EL MIrE4 REFERENCE PAGE NH 7473 rev 5I19.NAM/ car Hilt= M Design vaid for use only with MITek4 connectors Thy design a based only upon parameters shown.and is for an individual budding component not a truss system Before use the building designer must verify the applicablity of design parameters arid properly incorporate this design into the overal _ budding design Bracing indicated a to prevent bucking of indpermanent rvdv al truss web and/or chord members only Additional temporary and braang MiTek rs always required for stabarty and to prevent collapse with possible personal injury and property damage for general guidance regarding the fabrrraben storage,debvery erection and bracing or trusses and truss systems.see ANSETAIf Quay Colter*DS8d8 and 8C518u11ding Component 250)(lug Circle Safety Information evadable from Truss Plate'n 61%04.2670 Crain Highway,Suite 203 Waldorf,MD 20601 i Corona,CA 92880 1 J Job Truss Truss Type Oty 1Ply POLYGON-T MORR MH 2S TRIPLEX(A1 K10814580 25118 A01 California Girder 1 4 Job Reference',optional': Pacrfic Lumber&Truss Co Lake Oswego,OR-97035, 8 430 s Aug 16 2021 MiTek Industries Inc. TIe.Dec 9 10.48.S6 2021 Page 2 ID eM2y0.m'vewge2uSY7_myz30cF-88ROEon54f6K"3bYF;'WwrN97Jph413bUXYLHyiNU5 NOTES•S 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord 14)"NAILED"indicates 3-10d Na {O.148"x 3") toe-nails per NDS guidelines 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)414 lb down and 136 lb up al 7-8-4 173 lb down and 89 lb up at 9-8-4,208 tb down and 112 lb up at 11-8-4.171 lb down and 112 lb up at 13-8-4,171 lb down and 112 lb up at 15-8-4,171 lb down and 112 lb up at 17-8-4,171 lb down and 112 lb up at 19-8-4 171 lb down and 112 lb up at 20-10-12.171 lb down and 112 lb up at 22-10-12,171 b down and 112 lb up at 24-10-12,171 b down and 112 lb up at 26-10-12,208 lb down and 112 lb up at 28-10-12,173 lb down and 89 lb up at 30-10-12 414 lb down and 136 lb up at 32-10-12 318 lb down and 111 lb up at 34.10.12,and 264 lb down and 84 lb up at 36-10-12,and 551 lb down and 187 b up at 37-5-14 on top chord The design/selection of such connection device(s) s the responsibility of others LOAD CASE(S) Standard 1 I Dead+Snow(balanced' _umber'ncrease=1.15,Plate Increase=1 15 Uniform Loads(plf) Vert:1-2=64,2-8T64 8 9=-64.10-18=-20 Concentrated Loads i b; Vert'5=102 16=-58(B1 3=1 39 14=-58(B)6=-102 21-344 22=-104 24-102 25=-102 26=-102 28=102 29=102 31-102 32=-139 33-104 34=344 35-248 36=-229 37=452 38=-44(B)39=-63(B)40-72(B)41=-61(B)42=-61(B)43=-58(B)44=-58(B)45=-58(B)46=-58(B)47=58(B)48=-58(8;49=-58(B)50=58(B 51=61(BI 52=-61181 53=-71(B)54=77(B)55=-44(B) - 1 WARNIN 'enfy pre rametnr-• - 1.11 TEK REFERENCE PAGE MII 74;?rev 7,18202:.BEFQ E ••• j Design valid for use only wah MaTek* nneciors Thrs desgn rs based only upon parameters sthown,and s for an individual building component,nol a truss syslem Berme use the budding designer must verity the appeabdry of design parameters and properly incorporate the desgn alto the overall budding design Bracing indicated is to prevent buckling or ndrvhdual truss web anWor chord members only Additional temporary and permanent bracrig M iTe k is always required tot stability are Ic prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication storage delivery erection and bracing of cusses and truss systems,see ANSI/rMit Quanty Criteria.DS840 and SCSI Building Component 250 Klug C ride Safetylnlomadnn available firm Truss Plate Irrsbtute 2670 Clam Highway,Suite 203 Waldorf MD 20601 Corona,CA 02860 Job Truss Truss Type Oty 'Ply POLYGON-T MORR MH 2S TR PLEX(A) K10814581 25118 A02 1 CALIFORNIA 2 1 Job Reference{optional i - Pacific Lumber&Truss Co. Lake Oswego,OR 97035 8.430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10 46 58 2021 Page 1 ID eM2yiOJm5vewge2uSY7__myz30cF-4X29fUoLcGN2FNIxNdo_7GTOYHXkLf(M3o01P9yAlU3 3-6-13 7-0-4 7.6 7 12-1-0 17-3-8 203-8 23-3-8 28-6-0 33-0-9 33dr12 37-0-3 40-7-0 l 3-6-13 3-5-7 0-6 3 4-6-9 5-2-8 * 3-0-0 3-0-0 - 5-2-8 4-6-9 0-6-3 3-5-7 } 3-6-13 Scale=t,-4 344 I 51e i 6,00 ' 490= 3t14 II oft= 4iB= 5rt6 3 w CZ 4 le ca 5 rs CZ x 8 sa� 4aa 8 6a as 9 1 Sx4�. 1.5x4 - - L4J 2 23 2810 a22 29 r� 1 11 rp f ® © • ]i!a 3 16 1430 4_ 3113 12 5lA kh2= 6x12 M195H5= 8x12 M18SHS= 4212= Saob_ 4x4 743-4 15-10-4 +17-341 23-3-0 34H1? 33.6-12 40-7-0 , 7-0-4 8-10-0 1-5-4 6.0-0 1-5-4 8-10-0 7-0-4 Plate Offsets(X,Y)— 11 0.0-0,0-1.41111 0-0-0,0-1-41113:0-5-8,Edge1(14•0-5.8,Edae( LOADING (psf) 1 SPACING- 2 0-0 CS1. DEFL. in floc) 1ldefl Lid PLATES GRIP TCLL 250 Plate Grip DOL 1 15 TC 0 75 Vert(LL) 054 13-14 >895 240 MT20 220/195 (Root Snow=25.0) Lumber DOL 1 15 BC 0.68 Vert(CT) -086 12-13 >564 180 M18SHS 220/195 TCDL 7.0 Rep Stress Inch YES WB 0.84 Horz;CT; 0.24 11 n/a n/a BOLL 0.0 • Code BC2018ITP 2014 Matrix-MS Weight:209 lb FT=20% BCDL 100 . • LUMBER- BRACING- TOP CHORD 2x4 DF No 1&8tr'Except' TOP CHORD Structure wood sheathing directly applied or 2-2-14 so purlins, 7-9,3-7 2x6 DF 1800F 2 1E except BOT CHORD 2x4 OF 2400F 2.0E'Except' 2-0-0 oc purlins i3-4-9 max) 3-9 13-14 2x6 DF 1800F 2 1E 13-14 2x4 OF No 1&131r BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 DF Stud!Std WEBS 1 Row at midpt 4-15 8-12 WEDGE Left 2x4 SP No.3,Right.2x4 SP No.3 REACTIONS. isize) 1=Mechanical,11=Mechanical Max Horz 1=47;LC 14) Max Uplift 1-281LC 11),11=-28(LC 10) Max Gray 1=2174(LC 33) 11=2174;LC 33) FORCES. (lb)-Max Camp/Max Ten All forces 250(lb)or less except when shown TOP CHORD 1 2=-4161 l88.2-3=-4245173,3-4=3815/77.4-5=7692/25,5-6=-7692/25.6-8=7692/25, 8-9=3815177.9-10=-4245173 10-11=4161/88 BOT CHORD 1-15=-88/3617 14-15=-111/6117,13-14=0/7692 12-13=-76/6117 11-12=-53/3617 WEBS 2-15=-261!238 3-15=0/1550.9-12 1/1550 10-12=-261/238 6-13=-654145, 5-14=6541145 4-15=2838,104.4-14=011905 8-13=0/1905.8-12-2838.'105 NOTES- o 1;:1Nlnd:ASCE 7-16,Vufl=120mph(3-second gust)Vasd=95mph TCDL=4,2psf,BCDL=6.Opsf h=25R.Cal.II.Exp B.Enclosed, ,op P fT QF-e MWFRS/envelope)gable end zone and C-C Exterior(2E)0-0-0 to 4-0-11, nterior(1)40-11 to 7-0.4 Exterior(2R)7 0-4 to 12-9-2 '\ s�+ lnterior(1 y 12-9-2 to 33-6-12 Exlerior(2R)33-6-12 to 39-3-10 nterior(1)39-3-10 to 40-7-0 zone cantilever left and right exposed ��J LNG I NE.c. /0 end vertical left and night exposed:C-C for members and Torres&MWFRS for reactions shown.Lumber DOL=1 60 plate grip 17 * DOL-1.60 2)TCLL:ASCE 7-16.Pf=250 psi ILum DOL=1 15 Plate DOL=1 15) Is=1.0;Rough Cat B Partially Exp Ce=1 0 Cs=1 00.Ct=1 10 870 2PE 3)Unba anted snow loads have been considered for this design • 4)200.0.b AC unit load placed on the bottom chord,20-3-8 from left end,supported at two points.5-0-0 apart • - 5)Provide adequate drainage to prevent water ponding i 61 All plates are M'20 plates unless otherwise indicated /' 0 . ry H 7)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads .9 A),OREGON 9., 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in a areas where a rectangle 3-6-0 tall by 2-0-0 wide . i1 `Q A �I, will fit between the bottom chord and any other members C gER P 9l.Refer to girder(si for truss to truss connections [t 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 b uplift at joint(s)1 11 A;.HE.- 11)This truss is designed in accordance with the 2018 Intemationa Building Code section 2306 1 and referenced standard ANSl1TPl 1 EXPIRES:06/30/2023 12', Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord December 10,2021 4 0 WARNING Verity desrgn parameters and READ NI TE 'I N DAL:ANC,NCL1K7ED MnEK REFERENCE PAGE Mt 747'rev 5192020 BEFORE rum Design valid for use only with MITek®rnnnectors.This design is based only upon parameters shown,and is for an individual buitding component,not a truss system.Before use-the budding designer must venfy the apdicab/rty of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or Chord members only Additional temporary and permanent bracing ' Mire Is always required for stability and to prevent collapse with possible personal Molly and properly damage.For general guidance regarding Me fabrication storage.delivery.erection and bracing of trusses and buss systems.see ANSUTPIf Quellty Calorie,DSS-Ig and SCSI aullding Component 250 Klug Cede i Safely hrfo,mafon available from Truss Plate institute.2670 Crain Highway.Suite 203 Woeful,MD 20801 Corona CA 52880 Job Truss Truss Type 'Qty Ply ' POLYGON-T MORR MH 26 TRIPLEX(A) 1 K10814582 25118 A03 CALIFORNIA 2 1 4 i Job Reference['optional) Pacific Lumber&Truss Co_ Lake Oswego,OR-97035, 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10 4900 2021 Page 1 I D:eM2yIQJm5vewge2uSY7_myz3OcF-Ovhv49gc8tdmUguJU2q S4hYID591 pZ(f W6Vm U2yAl U 1 ♦ 9-0-4 33-8-13 6-10-36-10-3 d+j 8,+ ! 13-1-0 17.}8 _ 20-3-8 23-3-8 $270 31-6-12 3}D-9. 40.7-0 -. 1.0-12 4-2-113.60 3-00 4-2.8 4-0-12 1.5-13i 6-10-3 1-5-13 0-8-1 Scale-1 72 5 i dM- 503 4sA= 44e= ewe ewu 1.sI11� 3 Ns 42 CO ba im a al :b 7 15e4// t bn 20 21 24 25 13 1226 4x4= 2711 10 3x12= 8x12 M18SHS= 3x12= qt2— 4x12= 8x12 M18SHS= 4x4 — 9-0-4 t 15-10-4 _ 1744 233r4 _ 34813 31-6-12 40-7-0 9-0-4 6-10-0 1-5-4 6O-0 1-5-4 6-10-0 9-0. 1 Plate OffsetX_Y1,— 11 0-0-0.0-0 81(9:0-0-0.0-0-8; - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 25 0 Plate Grip DOL 1 15 TC 0.74 Vert(LL) -0 44 12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 115 BC 0.95 Vert(CT) 067 10-11 >724 180 1 M18SHS 220/195 TCDL 7 0 Rep Stress Ina YES WB 0 87 HorztCT) 0.23 9 n/a n/a BCLL 0 0 • Code IBC20161TP12014 Matrix-MS Weight 207 lb FT=201,i BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr'Except' TOP CHORD Structure'wood sheathing directly applied or 2-3-11 oc purlins, 5-7,3-5 2x6 DF 1800F 2 11- BOT CHORD 2x4 DF No.1&Btr'Except* 2.0-0 oc purlins(4-2-7 max.).3-7 11-12:2x6 OF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except WEBS 2x4 DF Stud/Std 10-0-0 oc bracing:11-12. WEDGE WEBS 2 Rows at 1/3 pts 4-13,6-10 Left:2x6 SP No.2.Right:2x6 SP No.2 REACTIONS. size) 1=Mechanical 9=Mechanical Max Horz 1=61(LC 14) Max Gray 1=2057(LC 39),9=2057(LC 39) FORCES. (Ibl-Max.Comp./Max Ten.-All forces 250 rib)or less except when shown. TOP CHORD 1-2=3909/46,2-3=-3841/43,3-4=3476/43,4-6=5687/0 6-7=-3476/43,7-8=-3841/43, 8-9=3909/46 BOT CHORD 1-13=-33/3437,12-13=0/5692,11-12=0/5687,10-11=0/5692,9-10=0/3437 WEBS 2-13=509/168,3-13=0/1293.7-10=0/1293,8-10=509/168,6-11=0/558,4-12=0/558, 4-13--2558/14,6-10=2558116 NOTES- 1)Wnd ASCE 7-16'Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft,Cat II;Exp B;Enclosed; MVVFRS(envelope)gable end zone and C-C Extenor(2E)0-0-0 to 4-0-11,Interior(1)4-0-11 to 9-0-4,Exterior(2R)9-0-4 to 14-9-2 ciE0 pFiOpt. Interior(1)14-9-2 to 31-6-12 Extenor(2R)31-6-12 to 37-3.10 Interior(1)37-3-10 to 40-7-0 zone;cantilever left and right exposed �(,�` Fs end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip �� OI NE`C S/0 DOL=1 60 C� 9 y 2)TCLL ASCE 7-16,Pf=25.0 psf(Lum DOL=1.15 Plate OOL=1.15):Is=1 03 Rough Cat B;Partia ly Exp.;Ce=1 0.Cs=1.00;Ct=1 10 4� 9! 3)Unbalanced snow loads have been considered for th's design 87 22P 4)200.0Ib AC unit load placed on the bottom chord,20-3-8 from left end,supported at two points,5-0-0 apart 5)Provide adequate drainage to prevent water ponding. /// 6)All plates are MT20 plates unless otherwise indicated. ��" cli 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 8)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - N,O OREGON O 4~ will fit between the bottom chord and any other members,with BCDL=10 Opsf 9 T �' r0 9)Refer to girder(s;for truss to truss connections. M 1 10)This truss s designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/1-P Or, $�R 1` .� 1 A. He- ll:,Graphica purlin representation does not depict the size or the onentation of the purlin along the top and/or bottom chord EXPIRES:06/30/2023 December 10,2021 A WARNING Vents des. REFERENCE PA,E MI ev -.192020BEFORE.'.E Mil. Design valid for use only wan MiTek®connectors Tits design s bawd,iy upon parameters shown,and is for an individual budding Component,not a truss system Before use.the building designer must very the appkoabldy of design parameters end properly incorporate This design info the overall building design Bracing indicated is to prevent buckling of indrvidval truss web arrdror chord members only Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication storage delivery,erection and bracing or trusses and truss systems.see ANSI/rP11 Quality Criteria,0SB-89 and BCSI Building Component 250 Mu.Circle Saltily information available horn Truss Plate Institute,2670 Coin Highway Suite 203 Micron MD 20801 Coma.CA 92690 Job Truss Truss Type Oty T Pry POLYGON-T MORR MN 2S TRIPLEX(A) K10814583 25118 A04 CALIFORNIA 1 I 1 Job Reference(optional) a Pacific Lumber&Truss Co Lake Oswego OR 97035, 8,430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10:49 02 2021 Page 1 ID eM2yIOJrn5vewge2uSY7 myz30cF-zlofVrssgVIUL2icTsw96d72vpEHXIy_Q IYxyAjU? 1-6-0 5-11.5 11-4-12 11-1C 15 17-8-0 20-8-0 _ 23-8-0 29-5-1_ 29.1)-4 35-4-11 40-11-8 t1.5 0 5-11-5 5-5-7 0S}3 5-9-1 3-0-0 3-0-0 5-9-1 06-3 5-5-7 5-6-13 Scare-1 73.8 Sea i 4a4= 4a4= SA Q m.00 12 4 ea CM as 5 23 m2e Da 2 m7� ® 7 3is4 304 3 `2m 30 24 31 23 22 . 8 i 1 2 1' lY O 6 1^ T 1I1 Ii A 6 13 14 13J2 3312 11 10 4x4= 444= 34= 1.SI11 II lb*= Sam Si* II 64= 1.$rb1 II 4x12= I 5-11-5 11-4-12 t 1'�'1 20-8-0 i 23-8-0 29-11-4 35-4-11 40-'1-0 _ 5-11-5 5-5-7 6-3-4 3-0-0 3-0-0 63.4 5-5-7 ¶-F,13 Plate Offsets(X,Y)- 12:0-8-0,0-0-61d9:0-0-0 40-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. n ;locj :'deg Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 059 Vert(LLI -0.29 12-13 >999 240 MT20 220/195 (Roof Snow 25 0) Lumber DOL 1.15 BC 0 97 Vert(CT) -0.47 12-13 >999 180 TCDL 7.0 Rep Stress Ina' YES WB 0 59 Horz1CT) 0 18 9 ma nla BCLL 0.0 BCDL 10.0 ' Code IBC2018/TP12014 Matnxi MS Weight:221 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr'Except' TOP CHORD Structural wood sheathing directly app led or 2-10-12 oc purlins, 4-7.2x6 DF 1800F 2.1E except BOT CHORD 2x4 DF No.1&Btr'Except' 2-0-0 oc purlins(5-0-2 max) 4-7 12-13.2x6 DF 1800F 2-1E BOT CHORD Rigid ce ing d redly applied or 10-0-0 oc bracing, Except WEBS 2x4 DF Stud/Sid 2-2-0 oc bracing 9-10 WEDGE WEBS I Row at mtdpt 5-14 6-11 Right 2x6 SP No 2 REACTIONS. {size) 9=Mechanical,2=0-5-8 Max Horz 2=100(LC 14'1 Max Uplift 2=-2(LC 141 Max Gray 9=2059(LC 411.2=2201 i LC 411 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250 Obi or less except when shown. TOP CHORD 2-3-3944/35,3-4=-3606/28,4-5=3205/52 5-6=-4226/0,6.7=3156/50,7-8=-3536/34, 8-9=-3728/40 BOT CHORD 2-15=0/3495,14-15=0/3495.13-14=0/4226.12-13�/4226 11-12=0/4226,10-11=0/3267, 9-10=0/3267 WEBS 3-14=-850/137,4-14=0/1328,5-14=-142312 6-11=-1487/8.7-11=0/1295, 8-11=-667.148,6-12=0/414,5-134E409 ncn D t N I)Wn d ASCE 7-16;VulI=120mph(3-second gust)Vasd=95mph,TCDL=4.2pst;BCDL=6 Opsf;h=25ft,Cat.II;Exp B.Enclosed, '\''C% P n Or`- 061 MWFRS(envelope)gable end zone and C-C Exterior;2E)-1-6-0 to 2-7-2,Intenor(1)2-7-2 to 11-4-12,Exterior(2R'1 11-4-12 to 17-2-4, N j GI NE6- /0 Interior(1)17-2-4 to 29-11-4,Exterior(2R)29-11-4 to 35-8-12 Interior(1)35-8-12 to 40-11-8 zone,cantilever left and right exposed ,V' 9 v end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 87022PE 2)TCLL ASCE 7 16;P1=25.0 psf(Lum DOL=1.15 Plate DOL=1 15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0,Cs=1.00,Ct=1 10 _ 3)Unbalanced snow toads have been considered for this design 4)This truss has been designed for greater of min root live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. .1 N� ary hi 5)200.016 AC unit load placed on the bottom chord,20-8-0 from left end,supported at two points,5-0-0 apart 1A�\ OREGON (O k 6)Provide adequate drainage to prevent water ponding. L. 7)This truss has been designed for a 10.0 psf bottom chord lye load nonconcurrenl with any other live loads. 9C1 FM8E R 1.' 8)'This truss has been designed for a'tve load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide n will fit between the bottom chord and any other members with BCDL=10.0psf. OS A. HE`- 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jointlSi 2. EXPIRES: 06/30/2023 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 December 10,2021 121 Graphclll pyrlin reoresC(adion does not depict the size or the orientation Qf the purlin along the top and/or bottom chord A WARNINI. v fIoi d esy-per arrolers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7471 rev S'I.2020 K,,' I t U Desige wad for use only yeah MITek®connectors.This design is based Doty upon parameters shown,and is for an Indwidual budding component,not a truss system.Before use,the building designer must verity the applicabii y oI Design parameters and property incorporate the design into the overall building design.Bracing indicated is to prevent buckling of ridivdual truss web and/or chord members only.Additional temporary and permanent bracing MiTe ICis always required for stability and to prevent collapse with possible personal injury and property damage.F. general guidance regarding the rabncebon,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPIf Query Criteria,059.69 and SCSI eluding Component 250 Krug Code Seery Information available from Truss Plate Institute.2670 Crain Highway.Stole 203 WaldoA,MD 20601 Corona,CA 62860 Job Truss Truss Type Oty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814584 25118 A05 CALIFORNIA 1 1 4 Job Reference(optional) Pacific Lumber&Truss Co, Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 910:49:04 2021 Page 1 1D.eM2y10Jm5vewge2uSY7 myz30cF-vhwOwX16C67CzlC5(tuOEXjRKiXWLyERjTzcpyAjTz s 13-1 0.15 29-5-1 1-e.0` 7-07 I 11.10-1S I34-t� I 17.8-0 I206-0 { 2S&0I 27-5-1 27111.4 } 34.69 40-11-8 —{ -6-0 7-0-7 4-10-8 1.613 34-1 3-0-0 3-0-0 3-8-1 aeY 4-10-8 8-7-15 041.3 1-5-13 Scale=1.73 7 529 r- 4a4= 424= SOS 4 8 5 26 27 A 7 29 6.00 Fi 324 324 3 24 $ 23 30 31 22 4 y11 2 9 {3 ® n it I Ira 6 sS 15 14 /332 +2 1t 10 424= 4a4= axe= 1.5e14 I I 5ns= 4,s= 4,1e I 526= 1 5a4 I i s0°�_ 7-0-7 13-4.12 17_8.0 20-8-0 23-8.0 27-11-4 34-3-9 461•$ 7-0.7 6-4-5 t 4J-0 ` 30-0 3-0-0 f 4 3-0 6-4.5- 6-7-IS Plate Offsets(X)-_ 12:0-8-0,0-0-6119:O-O-0,O-lmyii 1:0 4-0;a3-01,114:0-4-0.0-3.01 - - LOADING (psf} SPACING- 2-0-0 CSI. DEFL. in (loc) Weft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 074 Verl(LL) -0.23 12-13 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1,15 BC 0.85 Vert(CT) -0.39 12-13 >999 180 TCDL 7.0 Rep Stress Inc' YES WB 0.99 Horz(CT) 0 16 9 n/a r11a BCLL 0.0 • Code IBC2018JTP12014 Matrix-MS Weight:226 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr'Except' TOP CHORD Structure wood sheathing directly applied or 2-2-0 oc purlins,except 4-7:2x6 DF 1BOOF 2.1E 2 0-0 oc purlins(5-6-7 max.):4-7 BOT CHORD 2x4 DF No.1&81r'Except' SOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing 12-13:2x6 DF 1800F 2.1E WEBS 1 Row at midpt 5-14.6-11 WEBS 2x4 DF Stud/Std WEDGE Right 2x4 SP No.3 REACTIONS. (size) 9=Mechanical,2=0-5-8 Max Horz 2=1i4(LC 14) Max Uplift 2=-19(LC 14) Max Gray 9=2183(LC 41),2=2280(LC 35) FORCES. (lb)-Max.Comp./Max.Ten -Ai:forces 250(lb)or less except when shown. TOP CHORD 2-3=-4150/34,3-4=-3231/32,4-5=-2840/61.5-6=3347117,6-7=-2812/57 7-8=3186/35, 8-9=3955/38 BOT CHORD 2-15=0/3616,14-15=0/3616.13-14=0/3347,12-13=013347,11-12-0/3347 10-11=0/3416 9-10=013416 WEBS 3-15=0/281,3-14=-1055/159,4-14 1/1246,5-14=992/25,6-11=-1041/21 7-11-0/1230, 8-11=-867/167,6-12=01372.5-13m31368 p NOTES- ikED PROFF 1)Wind ASCE 7-16:Vult=120mph(3-second gust)Vasd=95mph;TCDL=4 2psf,BCDL=6.opsf,h=25f1,Cat II,Exp B,Enclosed; a E 6 ss MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 2-7-2.Interior(1)2-7-2 to 13-4-12,Exterior(2R)13-4-12 to 19-2-4, �Cj t NG I NErn /0 Interior(1)19-2-4 to 27-11-4_Exterior(2R)27-11-4 to 33-8-12,Interior(1)33-8-12 to 40-11-8 zone;cantilever left and right exposed ,C7 " 'T 4i end vertical left and right exposed:GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip 9 DOL=1-60 87%22PE 2)TCLL ASCE 7-16:Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1.15) Is=1 0;Rough Cat B.Partially Exp..Ce=t 0 Cs=1 00.Ct=1 10 3)Unbalanced snow loads have been considered for this design. - 4)This truss has been designed for greater of min roof live bad of 18.0 psf or 1 00 times flat roof toad of 25 0 psf on overhangs non-concurrent with other live loads. N..7 iv 5)200.0Ib AC unit load placed on the bottom chord,20-8-0 from left end.supported at two points,5-0-0 apart t'( OREGON (194' 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 9O F IeE R '�1• �O 8)'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 to by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf �S A HE'- 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIRPI EXPIRES:06/30/2023 1. December 10,2021 121 Gradual Air in reoresentaton does rot depict the sue or the orientation of the Dunn alone the top and/or bottom chord. 1 WARNING Vent'design MITEK REFERENCE PAGE MU 1a I20 BEFORE'.x;E �` Design void for use onlywM MrTeka connectors Thes design 5based only upon parameters shown.and is for an individual budding component not a truss system Before use,the budding designer must verify the appwabiley of design parameters and properly incorporate Mrs design into the owe rat. I buddbg design. Bracing indicated is to prevent buckling of irdredual truss web and/or chord members only Additional temporary and permanent bracing MiTek 4 always regained for stablity and to prevent collapse wen possible personal injury and property damage For general guidance'egardirrg the fabrlcetion,storage delivery.erection and bracing of Busses and Buss systems see ANSUTPf1 Qually Criteria,05Ba9 and BLS!Building Component 250 Mug Circle Safely lnfomradon avadable from Truss Plate institute 2870 Grain Highway Sude 203 Waldorf MD 20601 Colons.CA 92880 Job Truss Truss Type j Oty Ply POLYGON-T MORR MN 2S TRIPLEX(A) K10814585 25118 A06 CALIFORNIA 1 1 1 Job Reference(optional) 1 Pacific Lumber 8 Truss Co Lake Oswego,OR•97035 8.430 s Aug 16 2021 MITek Industries Inc Thu Dec 910:49:06 2021 Page 1 ID eM2yIOJm5vewge2uSY7 myz3OcF432AKDvNkjNwCbMTrlxsJyomdWCPOFHXv1y4hiy Tx 1-6-0 5-2T'i 10.0.0 15-4-12 15-1 15 20-8-0 25-5-1 25.11-4 33.4-11 41-4-0 12.10 9 1-6-0I 5-2-6 f 4-9-10 t 5-4-12 OBI 4-9-1 4-9-1 0-8-3 7-5-7 i 7-11-5 1-6-0 Scale=1 14 6 5x6 44= 5e8 8 ® 30 31 7 32 33 8 Ii == 8.110 'IV S m 4 Ea 7'yt r r 1i 34 3x4 n 3a4. 29 Sr8 II _ sin g 3 a 35 10 �27 �31 �t 2 • 9 �\ If 18 1530 39 14 13 12 '� v 1.5x4 I I 5x6 M18SHS 8x10 M18SHS= 3x4= 54 M185HS= IXS t____ 5-2.6 i 10-0-0 } 15-4-12 + 20-8.0 + _25-114 I 33.4.11 I 41-4-0 r 5-2-6 4-9-10 5-4-12 534 5-3-4 7-5-7 7-11-5 Plate Offsets(X,Y)-- 12:0-0-440-0-01 j10:0-0-010-0-4J,112 0-4-0 0-3-41,114:0-4-12,Ed.SL(15:0-2-12,0.1-121 LOADING (ps) SPACING- 2-0-0 CSI. r DEFL. in (loc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip OOL 1 15 TC 0.81 i Vert(LL) -0.45 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 095 Ven1(CT) -0.78 14-15 >638 180 M18SHS 220/195 TCDL 7.0 • Rep Stress Inc( YES WB 1.00 Horz(CT) 0.19 10 n/a n/a BCLL 00 Code IBC2018/TP12014 Matrix-MS Weight:241 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF 2400F 2.0E*Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except 6-8:2x6 DF 1800F 2.1E 4-5:2x4 DF No.1&Btr 2-0-0 oc purlins(5-6-2 max.).6-8. BOT CHORD 2x4 DF No.1&Btr'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 14-15 2x6 OF 1800F 2 1 E 2-2-0 oc bracing:13-14. WEBS 2x4 OF Stud/Sid WEBS 1 Row at midpt 9-13,5-17,17-18,7-17 JOINTS 1 Brace at Jt(s):17,18,19 REACTIONS. (size) 2=0-5-8.1041-5-8 Max Horz 2-114(LC 15) Max Uplift 2-104(LC 14).10=-156(LC 15) Max Gray 2=2795(LC 35),10=2744(LC 35) FORCES. (Ib)-Max.Comp./Max Ten -All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5497/136,3-4=-4828/106,4-5-4329/189,5-6=-2065/315,6-7=-1805/294, 7-8=3455/253,8-9=-4068/241,9-10=5204/234 BOT CHORD 2-16-162/4850,15-16=162/4850,14-15=3814187,1314=35/3457.12-13-133/4535, 10-12=-133/4535 WEBS 6-17=-43/682,14-18-622/267,7-18-623/267,13-19=-42/673,8-19 0/1301, 9-13=-1227/177 9-12=0/342 4-15�/838,3-15-779/136,5-17=-2622/15, 17-18=-20221488 7-17=-1816/116,18-19=-2006/487,7-19=-693/1290,14-19-69/1312 NOTES- 1)Wind ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; (�E� PROp- S MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 2-7-10,Interior(1)2-7-10 to 15-4-12,Exterior(2R)15-4-12 to ` s 21-2-14,Interior(1)21-2-14 to 25-114,Exterior(2R)25-11.4 to 31-9-6,Interior(1)31-9-61.142-10-0 zone;cantilever left and right ICJ NG 1 N /0 exposed;end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �� 9 4- grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25 0 psf(Lum DOL=1 15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 87 PE �. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads04 5)200.01b AC unit load placed on the bottom chord,15-4-0 from left end,supported at two points,5-0-0 apart. / N0 '. P 6)Provide adequate drainage to prevent water ponding. / '<'))i,OREGON (n(' 7)All plates are MT20 plates unless otherwise indicated t- 1, Q 8)This truss has been designed for a 100 pst bottom chord live load nonconcurrent with any other live loads. &ER 9)'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 OS1 PAP will fit between the bottom chord and any other members,with BCDL=10.Opsf. A. HE 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=104, de EXPIRES:06/30/2023 11)This istr tr usss is is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 1 December 10,2021 ,' Graphicaln reixesentatfon does not depict line size a-the orientation of the purlin alxQ�e_kup and/or bottom chord ..1IIwpAA-81 /ens. ini A',YARNING Verity opygn pa,a wlnr ono READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI 17473 r+. 5117/2020 BEFORE USE. __. Design veld for use only with Weld)con nedols.This design 6 based only upon parameters shown,and s for an indtvidual budding component,not tr uss ss system.Sec.use.the budding designer must verify the applicabilityof design parameters and property incorporate the design into the overall budding design.Brawn indicated a to prevent budding of w imidual truss web and/or chord members only.Additional temporary and permanent bracing Pi 6 always requited for stabday and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncatlon,storage delivery erection and bracing of busses and truss systems,see ANSVTP11 Quality Criteria,DSa-ad and SCSI Bulldfrrg Component! 250 K1eg Circle Safety Information available from Truss Plate Institute 2670 Cram Highway,Suite 203 Waldorf.MI)20601 Corona,CA 92660 Job Tnass 1Truss Type Oty P y POLYGON-T MORR MH 2S TRIPLEX(A) K10614585 25118 A06 I CALIFORNIA _1 1 n _1 1 Job Reference(optional) Pacific Lumber&Truss Co Lake Oswego,OR-97035. 8.430 s Aug 162021 MiTek Induslries,Inc- Thu Dec 910:49:06 2021 Page 2 ID eM2yI0Jm5vewge2uSY7 myz3OcF-r32AKDvNkiNwCbMTrlxsJyomOVNCPDFHXv1y4hryAtTx NOTES-. 13)Hangers)or other connection device(s)shall be provided sufficient 10 support concentrated load(s)320 lb down and 150 lb up at 18-0 12,73 lb down and 74 lb up at 20-0-12,and 73 lb down and 74 lb up at 21-3-4,and 320 lb down and 150 lb up at 23-3-4 on top chord The design/selection of such connection devices)is the responsibility of others LOAD CASE(S) Standard 1)Dead-Snow(balanced):Lumber Increase-1 15,Plate Increase-1 15 Uniform Loads(pIt) Vert:1-6=64,6-8=64,8-11-64,20-23=-20 Concentrated Loads(lb) Vert:30=250 31=-3 32-3 33-250 38=100 39-100 A WARMNri Verity design•parameters and READ NOTES,1114 TH'S ANU NCU.REJ MITEK REFERENCE PAGE MII-74 73 rev 51192020 BEFORE USE -- Desgn valid for use only with MiTek®connectors Tha design 6 based only upon parameters shown,and 6 for an Ind rvfdual building conlponem.not a buss system.Before use,the building designer must verify the applicabidy oI design parameters and property incorporate Nis design into the overall building design Bracing indicated 6 to prevent buckling of ndrvdual truss web ardror chord members only Additional temporary and permanent bracing MiTe k is always required for stability and to prevent collapse with possible persmal epaoy and property damage For general guidance regarding the fabrication.storage delivery,erection and bracing of busses and truss systems see ANSIRPI$Quality Cnfarra,DSB-D and SCSI Building Comporrane 250 Krug Cade safely Information available from Truss Plate Institute,2670 Crain Highway Suite 203 Waldorf MO 20601 Corona.CA 921780 Job Truss Truss Type 'ON 'Ply I POLYGON-T MORR MH 26 TRIPLEX(A) K10814586 25118 AO6F CALIFORNIA 1 1 Job Reference loption�lt • Pacific Lumber 8 Truss Co Lake Oswego.OR-97035, 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10 49 08 2021 Page 1 ID eM2yt0Jm5vewge2uSY7_myz3OcF nSAxlvwdGLddRvWsyjzKPNl7CJvUh9tgMLRBIayA1Tv 27 9-4 15-9.7 27-5-1 -1-6-0 6-11-5 13-6-12 t3-1p 15 1 -0.8 28.0 _25.8.9_ 34-4-11 41-4-0 42 1 j- I.6-0 6-11.5 6-7-7 0-4,-3 23-1 1 4.7.8~ 2,109 1�0-4-3 6-7-7 6-11.5 180 %salo='82 3 1-10-8 0-9-1 1 5x4 I 1 5x4 I 1.5x4 II 3x4 508 i 5 7 4x12 3x6 11 12 5x8 11 6.00 72 4 1,• en 8 sit t:a 9 is,. =:K re ., : � 42 3x4 344- 3 5/8 15 Ig 38g. 35 44 as y 1 2 .-. m m t� __ y 161^4 26 25 24 23 22 21 20 19 18 341 368 1.50 I 3x8- 4x6- 3a4 - 3ufi 3x8 - 1.844 - ex16 3x12 6.11.5 i 13$12 - 18-0-8 • 22.8-0 t 26-8-0 47.9y/ 34-4-11 41.4-0 6-11-5 6-7-7 4-5-12 4-7-8 4-0-0 I I/ 6-7.7 6-11-5 Plate Offsets(X Y,'- [2:0-8-O;0-0-101 j16:0-8.0,0-0-101(20:04-4.Edle1128_0-2-8,0-1-0I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 74 Vert(LL) -0 33 22-23 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0 85 Vert(CT) -056 22-23 >880 180 TCD. 70 Rep Stress Ina YES WB 1 00 Horz(CT) 0 18 16 n/a n/a BCLL 00 Code IBC2018/TPI2014 Matrix-MS Weight:253 lb FT=20% BCDL 10.0 LUMBER- BRACING- rOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins, BOT CHORD 2x4 DF No 1&Btr except WEBS 2x4 DF Stud/Std 2-0-0 oc purlins(2-11-6 max) 4-14 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS I Row at midpt 13-19,8-25 JOINTS 1 Brace at Jt(s) 27 28 6 10 REACTIONS. (size) 2=0-5-8,16=0-5-8 Max Horz 2=118(LC 14) Max Uplift 2=-57(LC 14),16=-18(LC 15) Max Gray 2=2370(LC 35),16=2408(LC 35) FORCES. (Ib) Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=4478/70,3-4=-3557/78 4-6=-3032/139,6-8=-3034/139,8-9=-4334/71, 9-10=-3254/43,10-13=-3254/43,13-14=-3150/61,14-15=-3653/0,15-16=-4557/0 BOT CHORD 2-26=-45/3912,25.26=-45/3912,23-25=0/3327 22-23=0/3281,20-22=0/3275, 19-20=0/3255,18-19=0/3981 16-18=0/3981 WEBS 3-26=0/286.3-25=-993/155.4-25 /1140,14-19 0/1543,15-19=970/161.15-18-0/277, 20-27=0/565,13-27�/909,13-19=-1485/43,9-28=116/298,27-26=-172/1648, 9-27=1721/185 8-23=-217/324,8-25=904/6,23-28=-304/441,8-28=-64/1372 NOTES- p 1)Wind ASCE 7 18;Vult=120mph(3-second gust)Vasd=95mph.TCDL�.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B.Enclosed �(�QEO r ROFk-, MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 2-7-10,Interior(1)2-7-10 to 15-10-15,Exterior(2R)15-7-11 to C� 21-5-13.Intenor(1)21-5-13 to 25-8-5,Exterior(2R)25-5-1 to 31-3-3 Interior(1)31-3-3 to 42-10-0 zone:cantilever left and right �J ,� INFF G /e2 exposed,end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �� y grip DOL=1.60 '9 2)TCLL ASCE 7-16.Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1.15);Is=1.0;Rough Cat B:Partially Exp.;Ce=1.0 Cs=1.00;Ct=1.10 �' 8 022PE 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psi or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)200AIb AC unit load placed on the bottom chord,24-8-0 from left end,supported at two points,4-0-0 apart N� Iry H 6)Provide adequate drainage to prevent water ponding. -7 r'OT OREGON r�� to 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tal by 2-0-0 wide 'AO EMBER 1\ will fd between the bottom chord and any other members,with BCDL=10.0psf. QS n�P 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at)oint(s)2,16 A. HET` 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIfTPI 1 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord EXPIRES: 06/30/2023 December 10,2021 • A WARNING Verily desgn parameters and READ NOTE; 'cLUDED MITEK REFERENCE PAGE MII 7173 to- 5/192020 K.ORL U5r_ chi. Design valid for use only wdh MiTek®connectors.This design is based only upon parameters shown.and is for an irdimdual budding component.not a truss system.Before use.the budding designer must verily the appli(abatty of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent bucking of ndmdual truss web and/or chord members only Additional temporary and permanent braceng MiTek a always required for sta billy and to prevent collapse with possible personal injury and property damage Fcr general guidance regarding the fabrication.storage.delivery.erection and bracing of busses and Suss systems,see ANS/?Pf1 Quality CNhrla,DSB S9 and SCSI BWlding Component 250 Mug Chyle Safety Information avadabte from Truss Plate Institute.2670 Crain highway.Suite 203 Waldorf MO 20601 1 Cabana.CA 02880 Job 'Truss Truss Type city Ply POLYGON T MORR MH 2S TRIPLEX(Ai 1 K10814587 25118 IA07 CALIFORNIA 1 1 Job Reference;optional;_ Pacific Lumber&Truss Co. Lake Oswego OR 97035 8 430 s Aug 16 2021 MiTek Industries.me Thu Dec 91049.10 2021 Page 1 ID eM2yIQJm5vewge2uSY7 myz3OcF-kgHhAaytnytLhDfE487oUoyP97ZD9417pfwlgTyA Tt 17.9-7 2511.4 '1-rr0 � 5-2-6 * 100-0 _ _15.4.12 1472 15 t 2O.8- } 23.6-9 25-5-11 33�-II 41.4-0 }2.10-g 10 5-2-6 4.9-10 5.4.12 043 2.10-9 2 10-9 1 {0-8 7 5-7 7-11-5 1-6-0 1-10-8 0-6-3 Scale=175-9 1 5x4 1.5x4 11 6-00112 54 O 13 e 10 p8- 14 5x8 dye= 7 ii- as W1 rsa 1-11 4x8 3x8// 36 ' yr� ; I t 1 3Y 'Ae4 4 5 6 :4. - ,� 27 3x6 a• 17 3x4 Sx0 t16 ,3 3 d 35 40 41 _ lei, 1r/ 24 23 42 43 22 21 20 ` 1dA 441= 4x8= 1.5x4 I 5x8 M18SHS= 8x10 M18SHS 344 - 5x8 M18SHS= 5-2-6 _ 10-0-0 15-4-12 20-8-0 25-11-4 33-4-11 41.4.0 r 5-2-6 4-9-10 - 5-4-12 l 5-3-4 l r 5-3-4 7-5-7 7-11-5 Plate Offsets(X,Y)- 12:0-0-4.0-0-01,14:0-4-0,Edgej,:18:Edge.0-0-41120:0-4-0_0-3-41,122:0-4-12.Edj eJ 123:0-2-12 0-1-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 097 Vert(LL) -0.46 22-23 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.96 Vert(CT) -0.79 22-23 >627 180 M18SHS 220/195 TCDL 70 Rep Stress Ina- YES WS 0.90 Horz(CT) 0.20 18 n/a n/a BCLL 0.0 Code IBC2018fTP12014 Matrix-MS Weight:249 lb FT=207 BCDL 10 0 _ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr'Except' TOP CHORD Structural wood sheathing directly applied,except 7-15 2x6 OF 1800F 2 1 E,1-4,16-19 2x4 OF 2400F 2.0E 2-0-0 oc puffins(5-4-1 max) 7 15 BOT CHORD 2x4 DF No.1&Btr'Except' SOT CHORD Rigid ceiling d redly applied or 2-2-0 oc bracing. 22-23:2x6 DF 1800F 2.1E WEBS 1 Row at mid;A 17-21 6-25,25-26,11-25 WEBS 2x4 OF Stud/Std JO NTS 1 Brace at Jt(s) 25 26 27. 12 9 REACTIONS. (size) 2=0-5-8,18=0-5-8 Max Harz 2=131(LC 15) Max Uplift 2=108(LC 14).18=-160(LC 15) Max Gray 2=2825(LC 351.18=2773(LC 35) FORCES. (lb)-Max,Comp./Max Ten.-A forces 250(lb)or less except when shown TOP CHORD 2-3=56161145,3-5=-5076/89,5-6=-4595/172,6.7=-2371/323,7-9=-1976/333 9-11=-1980/334,11-12=3726/284,12-15=3722/282 15-17=-4356/232,17-18=5360/233 BOT CHORD 2-24=-187/4976,23-24=187/4976,22.23=62/4413 21-22=35/3733,20-21=113/4701, 18-20=-113/4701 WEBS 7-25=-691768,22-26=-596/281,11-26=-596/280,21-27=37/635,15-27=5/1311 17-21=-1103/170,17-20=0/343,5-23�I805,3-23=676/151,6-25=-2574/0, 25-26=-1832/685,11-25=2045/187,26-27-1818/683,11-27=-87211117,22-27=-87/1276 NOTES- 1)Wind ASCE 7-16;Vull=120mph,,3-second gust)Vasd=95mph:TCDL=4 2psf BCDL=6.0psf h=25ft.Cat II Exp B.Enclosed, �1�p PROF , MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6.0 to 2-7-10,Interior(1)2-7-10 to 17 10-15 Exterior(2E)17 7 11 to '`` rS 23-85 Ex1erior(2R)23-51 to 29-3-3,Interior(1)29-3-3 to 42-10-0 zone,cantilever left and right exposed end vertical left and right NG NEF �0 exposed-C-C for members and forces&MWFRS for readions shown;Lumber DOL=1 60 plate grip DOL=1 60 V' 9 y 2)TCLL ASCE 7-16:Pf=25 0 psf(Lum DOL=1.15 Plate DOL=1 15);Is=1.0;Rough Cat B Partia ly Exp Ce=1 0;Cs=1 00 Ct=1.10 �� �� 3)Unbalanced snow loads have been considered for this design 8702ZPE 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)200 OIb AC unit load placed on the bottom Chord,15-4-0 from tell end supported at two points,5-0-0 apart. 6)Provide adequate drainage to prevent water ponding. A. 7)All plates are MT20 plates unless otherwise indicated 9 �iQT OREGON el, 4.- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads M Q 9)*This truss has been designed for a live load of 20.Opsf 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,with BCDL=10 Opsf �."On gER ,4A' 10)Provide mechanical connection;by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) l7 .4 HER f 2=108,18=160. 11)This truss is designed in accordance with the 2018 ntemational Building Code section 23061 and referenced standard ANSIITPI 1 EXPIRES:06/30/2023 12)Graphical purlin representation does not depict the size or the onentation of the purtin along the top and/or bottom chord December 10,2021 f:nnrir..ed on nail.2 A WARNING Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE RI 7473 rev 919/2020 BEFORE USE Design validr use only with MiTek®connectors This design is based only upon parameters shown.and is for an Individual building component.not a truss system Before use the building designer must verily the apdicabriry of design parameters and properly incorporate this design into the overall buikhng design Bradng indicated Is to prevent bucking of individual truss web andlor chord members only Additional lemporary and ye+manent bracing PT)! for is always required for stability and to prevent collapse with possible personal injury and property damage F,tr general guidance regarding the tabrrabon storage.deSoery erection and bracing o1 trusses and buss systems,see ANSI/Mil Quality Criteria,DSB-89 and RCS!Building Component 250 Klug Circle Sao available horn Truss Plate Institute 2670 Craw Highway Sole 203 Waldorf MD 20601 Corona,CA 92880 Job Truss Truss Type City 'Ply POLYGON-T MORR FAH 2S TRIPLEX(A) 25118 A07 CALIFORNIA 1 1 1 K10814587 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MITek Industries,Inc. Thu Dec 9 10.49 11 2021 Page 2 laeM2ytOJm5vewge2u5Y7_myz30cF-C1r3OwyVYG7CINERdrX100VavXvSuX_G2JgrMvyA Ts NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loads)327 lb down and 150 lb up at 20-0-12,and 327 lb down and 150 lb up at 21-3-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increased 15,Plate Increase=1 15 Uniform Loads(plf) Vert:1-7=-64,7-8=-64,8-10=-114,9-12=-64,13-14=114,14-15=-64,15-19=64,28-31=-20 Concentrated Loads(lb) Vert:37=-257 38=-257 42=100 43=-100 1 1 Ak WARNINr, Verity design perimeters and READ NOTES rN THL•:ANC,INCLUDED MITEK REFERENCE PAGE MII 747.1 .v S1A2020 Design vakd for use cely wet MiTek®connectors.The:design is based only open parameters shorn.and S for an Individual building congonent.not a truss system Before use the budding designer must verily the applicability of design parameters and property incorporate this design etc the overall budding design. Bracing indicated a to prevent buckling of individual bass web andler chord members only Additional temporary and permanent tirade; e n always required for stabdity and to prevent cola lose with possible personal injury and properly damage For general guidance regarding Ole fabricatron storage.deWery erection and bracing of trusses and buss systems see ANSITPrl Duality Criteria.DSB-00 end SCSI Building Compomnt 250 Klug Cede Safety Information available horn Truss Plate Ilabtute 2870 Crain Highway Suite 203 Waldorf,MD 20801 Corona_CA g2550 Job Truss Truss Type Qty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814588 25118 AO7F CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 162021 MiTek Industries,Inc Thu Dec 9 10:49:13 2021 Page 1 ID:eM2yI0Jm5vewge2uSY7_myz30cF-8Pzgoc m4tFwYgOpIGZV6Ra?OKeRMOm2VW9yQoyAjTq 27.64 15.67 18.0.8 256.9 27-5-1 1450 6.11.5 13-612 16405 1784 22.60 23-6� 268-0 34.4-11 41�4.0 2.10- FfiO I 611-5 { 6-7-7 oi4!3 1 1-9-1 l ) 4.7.6 1 1.9-1 1- 0.}443 67.7 { 611.5 '180' mike0.60 0-9-1scale=l:6o.5 12 5x8 6.00 54 6 45 10 364 = 566 12- 3v6 40 5x6 3x8 5 5 e g .5x4 3x6 4 39 m ea 1t* 41 14 36.4 38 II ?8 �o4= 42 3x4 37 sx8= 3 7 15 43 35 34 44 • 11 d' m 4- V 16I=2 aid 26 25 24 b 22 21 20 19 +9 3611= 1.5x4 II 3x6= 4x6= 3tr1= 3x12= 3x8= 1.5x4 I I >MB= 6616= 3x12 = i. 6-11.5 / 1341.12 4. 18-0-8 22-8-0 * 2643-0 27-9111 34-4-11 41.4.0 8-11-5 bf-1' 4-5-12 4.7-8 4-0.0 114 6-7-7 { 6115 _Plate Offsets(X,Y)_-- _(2:0-8-0.0-0-1GJ,116'O-B.O,O-0-101,(20:0-3-4 Edgej.128:0-2-8,0-1-81 1 LOADING 'psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 25 0 Plate Grip DOL 1,15 TC 0 65 Vert(LL) -0 28 20-22 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 8C 0 73 Vert(CT) -0 43 20-22 >999 180 TCDL 7 0 Rep Stress incr YES WB 0 95 Horz(CT) 0.19 16 rla n/a BCLL 0 0 • Code IBC2018/fP12014 Matrix-MS Weight 275 lb FT-20% BCDL 10 0 - LUMBER- BRACING- TOP CHORD 2x4 DF No 1&8tr'Except' TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, 6-10'2x6 OF 1800F 2 1E except BOT CHORD 2x4 DF No 1&Btr 2-0-0 oc purhns(6-0-0 max) 5-13 6-10 Except WEBS 2x4 DF Stud/Std 1 Row at midpt 9-13 BOT CHORD Rigid ce'.ng directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at JI(s) 9,27,8 REACTIONS. (size) 2=0-5-8,16 ::)-5-8 Max Horz 2=128(LC 14) Max Uplift 2=66(LC 14),16=-27(LC 15) Max Gray 2=2427(LC 35),16=2466(LC 35) FORCES. (lb)•Max Comp./Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4646/68,3-5=-3775/79 5-6=-1451/48,5-7•-2049/98 7-8--2048/98,8-9--1740/0, 9-11=-2108/65,11-12=2108/65 12-13-2091/95,10-13-1430/54,13-15--3865/0, 15-16=-4728/0,6-10=1229/62 BOT CHORD 2-26=-71/4075,25-26=71/4075 23-25=0/3151,22-2340/3287.20-22�13284, 19-20=0/3283,18-19=0/4148.16-18=0/4148 WEBS 3-26=0/284,3-25,-959/154 5-254/596,13-19=0/348.15-19-9461157,15-18=0/281 20-27=0/313,12-27=-32/350 12-19=-114/277,22.28-0/320 9-28-.-152/322, 27-28=-644/241,9-27=-236/666 8-23=77/481,8-25=-242/337.23-28.-5291210, 8-28=-323/190,6.7=0/419,10-11=0/396 GG 1)NOTES-ASCE 7-16;Vult=120mph(3-second gust)Vasd•95mph TCDL=4.2psf;BCDL-6.Opsf;h=25ft,Cat.II:Exp B.Enclosed j�`�NG E.c. �O MWFRS(enve ope)gable end zone and C-C Exterior(2E1-1-6-0 to 2-7-10 Interior(1)2 7-10 to 17-4-12,Exterior(2R)17-4-12 to 7 /L 23-2-15 ntenor(1)23-2-15 to 23.11-4 Exterior(2R)23-11-4 to 29-9-6 interior(1)29-9-6 to 42-10-0 zone;cantilever left and right �� 9f exposed;end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown;Lumber OOL=1.60 plate 8 0 E grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1 15 Plate DOL-1 15),Is=1 0,Rough Cat B,Partially Exp;Ce=1.0;Cs=1 00.Ct=1 10 3)Unbalanced snow loads have been considered for this design N 4)This truss has been designed for greater of min roof live load of 20 0 psi or 1 00 times flat roof load of 25,0 psi on overhangs non-concurrent with other live loads y �'Q),OREGON rlQ O(ti 5)200.0Ib AC unit load placed on the bottom chord,24-8 0 from left end,supported at two points,4-0-0 apart '4;) A ' 6)Provide adequate drainage to prevent water ponding rOO`MS E�( 1�t 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S P 8)'This truss has been designed for a live load of 20 Opsf on the bottom chord in a."areas where a rectangle 3-6-0 ta':by 2-0-0 wide A. HEPA will fit between the bottom chord and any other members,with BCDL=10.0psf 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,16 10)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI EXPIRES:06/30/2023 1 December 10,2021 11)G'aphi;a punin recresMllatl0n does not depict the size or the pnentetton•pt the ourin a pig the toy end/Or bOfWrn chord. A WARNING: ye'H design parameters and READ N..TES N THr;wv;l n.GLWEE MITER REFERENCE PAGE Mll to r3 rev 5092020 BEFORE 1.5E Mil Design valid for use only with MiTek®connectors.Thrs design is based only upon parameters shorn,and a for an individual building compo•enl not a truss system.Before use,the budding designer roust verily the appitcabdlly of design parameters and properly incorporate this design into the overall building design Bracing indicated a to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent brining M ilek a always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labriration,storage,delivery erection and tracing o1 brasses and truss systems see ANSUrPfl Quality Criteria,05039 and SCSI Building Component 250 Klug C..r 0- Safely Information available born Truss Plate Institute 2570 Crain Highway Suite 203 Watlod,MD 26501 =_r_ a A 92580 Job Truss Truss Type Qty Ply POLYGON-T.MORR MN 2S TRIPLEX(A) K10814589 25118 A08 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co, Lake Oswego.OR-97035, 8 430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10:49:15 2021 Page 1 ID:eM2yIQJm5vewge2uSY7_myz30cF-4o5eD100cU Wen_YCshbzBsgGl8GggKOszxe3VgyAjTo 17.9.7 2144 2511.4 1.6.0 5-2-6 10-0-0 15-4-12 IS1oor�15 19•9.722pI..86..pp 234.9 25.5I 33.4-11 41.4.0 2.1 l 1.8.0 t 5-2-6 I 4-9-10 5-4-12 0tfrS ( 2-0-0 d10h ( 2-0-0 (1-108 hk 7-5-7 i 7.11-5 '14-0 1.108 0-109 0 -3 Scale=1.75.9 1,sx4 I 1.5x4 I 6.00 12 8 10 13 14 Sx8 i 4xe � 7 11 12 4x8= e�so se6 3x8 37 1 40 4x8 x4 3x 8 too 41 3a8 4 5 25 27 18 — j 35 5a1B I'� 28 17 3x4 341_ Sao9I 42 3 34 43 21 2 4 181d• 44 24 23 45 22 21 2034.= 4310= 1.50 1 5x8 M18SHS -- 8x10 MI8SHS= 31d= SA 544 10-0-0 I 15.4.12 l 20-8-0 I 25-11-4 _ 33-4-11 ( 41-4-0 } 0-2-84-9-10 5-4-12 5-3-45.3.4 7-5-7 _ 7-11-5 Plate Offsets(X,Y)— j2:0-0-0,0-0-4114:0-4-0 EdVe1118:0-8-0t. �22:0.4-12.Edgge],123:0-2-12,Edje1 0-0-! - -_ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ;loc) I'dell L/d PLATES GRIP TCLL 25.0 Prate Grip DOL 1 15 TC 090 Vert(LL) -0.45 22-23 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 094 Vert(CT) -0.78 22-23 >637 180 M18SHS 220/195 TCDL 70 Rep Stress Inch YES WB 094 Horz(CT) 018 18 n/a n/a BCLL 0.0 • Code BC2018/TP12014 Matrix-MS Weight 258 lb FT=20% BCDL 10.0 • LUMBER- BRACING- TOP CHORD 2x4 OF No.18Blr'Except' TOP CHORD Structural wood sheathing directly applied or 1-11-1 oc purlins, 7-15:2x6 DF 1800F 2 1 E except BOT CHORD 2x4 DF No.l&Btr'Except' 2-0-0 oc purlins(5-7-14 max.):7-15. 22-23 2x6 DF 1800F 2 1E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std 2-2-0 oc bracing:21-22. WEBS 1 Row at midpt 17-21,6-25 JOINTS 1 Brace at Jt(s):25,26,27,12,9 REACTIONS. (size) 2=0-5-8,18=0-5-8 Max Horz 2=145(LC 15) Max Uplift 2.-37(LC 14),18=-88(LC 15) Max Gras 2=2568(LC 35),18=2517(LC 35) FORCES. (Ib) Max.Comp./Max Ten All forces 250(Ib)or less except when shown. TOP CHORD 2-3=5057/0,3-5=-457710,5-6=-4142/15,6-7=2028/176 7-9=-1678/232, 9-11=-1678/232,11-12=-3337/167,12-15-3337/167.15-17-3917177.17-18=4827/76 BOT CHORD 2-24=-63/4477,23-24=63/4477,22-23=0/3991,21-22=0/3345 20-21 014236 18-20=0/4236 WEBS 7 25=15/589,22.26=528/281,11-26=528/280.21-27=361603 1527.0/1112, 17-21=-1015/167,17-20=0/344,5-23=0/765,3-23=577/145,6-25=2483/0, 25-26=-14741241,11-25=1565/42.26-27=1471/245,11-27-297/694 22-27=92/1217 NOTES- o° PR°FF s 1)Wnd ASCE 7�16;Vutt=120mph;3-second gust)Vasd=95mph.TCDL�.2psf;BCDL=6.0psf;h=25ft;Cat.II Exp El; ;Enclosed; S MWFRS;envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 2-7-10,Interior(1)2-7-10 to 19-10-15.Exterior(2E)19.7-11 to \1) NGI NEF ,O 21-8-5,Exterior(2R)21-S-1 to 27-3-3,Interior(1)27-3-3 to 42-10-0 zone cantilever left and right exposed;end vertical left and right �� 9 2 exposed C-C for members and forces&MWFRS for reactions shown Lumber DOL-1 60 plate grip DOL=1,60 9 2)TCLL ASCE 7 16;Pf=25.0 psf iLum DOL=1 15 Plate DOL=1 151 Is=1 0,Rough Cat B.Partially Exp.;Ce=1 0;Cs=1.00;Ct=1 10 87022PE 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads , clir 5)200 Olb AC unit load placed on the bottom chord,15-4-0 from[eft end supported at two points 5-0-0 apart 6)Provide adequate drainage to prevent water pondingott y N4 OREGON rP� H 7)All plates are MT20 plates unless otherw se indicated Is 8)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other ive loads. 9(1 6''�13ER 11' �O 9)'This truss has been designed for a lee 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 with BCDL=10.Opsf OS A- I-1 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)2,18 11)This truss is designed in accordance with the 2018 Intemaliona Building Code section 2306 1 and referenced standard ANSI/TPI EXPIRES: 06/30/2023 1 12)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord December 10,2021 0WARNING Yenly design parameters sod READ NOTES ON THIS AND NCLADEL.MITEK REFERENCE PAGE Mu 7le, t9':u_O BEFORE iSE Design nerd for use only with Weld*connectors.This design is based only upon parameters shown,and a for an individual b.ging component,not a truss system.Before use.the buiding designer must verily the appocabiiy of design parameters and properly incorporate ma design into the overall tinkling design. Bracing indicated is to prevent buckling of individual truss web snare chord members only.Additional temporary and permanent bracing lit! a always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and buss systems.see ANS1/PII quality Criteria.OSBie and BCSt Bu11dint Component 250 Krug Circle Safety Inronnatlon available from Truss Plate Institute.2870 Crain Highway-Suite 203 Waldorf.MD 20001 Corona,CA 028130 Job —Truss Truss Type rOty I Ply POLYGON-T MORR MH 2S TRIPLEX iA; K16814590 25118 A09 Roof Special Girder 1 Job Reference,optional) PacSc Lumber&Truss Co Lake Oswego.OR-97035, 8.430 s Aug 16 2021 MiTek Industries Inc. Thu Dec 9 10.49 18 2021 Page 1 I D eM2ylOJm 5vewge2uS Y7_myz30cF-VNmisJ 2uvP uOeRG nYg9gpUl uJLHU 1 gKI lvsj6?yA1T1 F 5-6-4 10-10 11 16-3-3 21.7.10 27-0-2 32.4.10 37-0-9 374.12 40-7-0 , 5-6.4 5-4-8 5-4-8 5.4.8 5-0-0 5-4b 4-7-15 pgj 3-0-4— Scale=1 70.4 6-00 12 3x4 II 44= 412= 04= 44=31r4 II 40= 5e12= 54 ry 1 2 22 3 21 4 6 7 , 27 26 «' 6 9 de tia sa ea se oa w m MS - _ - - .-. .. a 4x8 a Q ti a 10 rtrt n # n rili 0➢n` _r, I n 11 a 21 20 19 17 16 15 13 12 11 5x8= 30 31 32 1833 34 3i4 36 4i4 1 4x6= NAILED 3x4 II 4x6= 194= MUS26 5x8 M18SHS= 3z4 64/2 LUS24 NAILED 8x10M18SHS 4z8 NAILED MUS26 NAILED MUS26 NAILED NAILED 5-6-4 10-10-11 16-3-3 jl•7.1Q 27.0.2 32.4.10 37 6•2 40 7 0 5-6-4 + 5-0- i 5-4-8 5-44i 5-4-8 54.8 5.2.2 3 C 4 1 Plate Offsets(X Y)-- 12:0-3-8,0-2.01,j11'Edge 0-3-81(15:0-3-8 0-2 01 — -- LOADING (psi) SPACING- 2-0-0 CSI. DEFL. n (loc; Ildefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.51 Vert(LLI -073 16 >660 240 MT20 220/195 (Roof Snaw=25.0) Lumber DOL 1 15 BC 1 00 Vert(CT) -1 08 16 >447 180 M18SHS 220/195 TCDL 70 Rep Stress!nor NO WB 099 Horz(CT) 0 19 11 n/a n/a BCLL 00 • Code IBC2018/TP12014 Matrix-MS Weghc 503 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2 1E'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 9-10:2x4 DF No.18Blr except end verticals,and 2-0-0 oc purlins(4-8-10 max.) 1-9. BOT CHORD 2x6 DF 1800F 2 1E'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 14-18:2x6 DF 2400F 2.0E WEBS 1 Row at midpt 2-21.8-12 WEBS 2x4 DF Stud/Std'Except' 2-21 3-20 3-17,4-16 7-16,8-15,10.12:2x4 DF No 1&Btr REACTIONS. (size) 21=Mechanical,11=Mechanica' Max Horz 21=77(LC 6) Max Uplift 21=-630(LC 6) 11=-608r;LC E1 Max Gray 21=4719(LC 26) 11=4512r;LC 261 FORCES. (tb;-Max.Comp./Max Ten Al.forces 250 ilbl or less except when shown TOP CHORD 1 21=-293156,2-3=-9262/1279,3-4--18190/2602.4.6-18543/2647.6-7--1854312647, 7-8-1772612559,8-9=-4943/698 9-10=-55271770,10-11=-4534/628 BOT CHORD 20-21=-1284/9262 19-20=2186/15372.17-19=2186115372 16-17=2607,113190, 15-16=-2553/17726,1 3-1 5=-1 846/1 29 78,12-13=-1846112978 WEBS 2-21=-10153/1392.2-20=-450/3706 3-20=6769/1010.3-19=0/855,3-1 7=-4 76131 2 3, 4-17=-520(165,4-16=59/391 6-16--382/124 7-16=-109/905 7 15=1046/296, 8 15=-783/5260,8-13-611017 8-12--8971/1310,9.12 -285/2182 10-12--709/5266 NOTES- ��,(C9 P R°Fen 1)2-ply truss to be connected together with 10d(0 131"x3";nails as follows Top chords connected as follows 2x4 1 row at 0-9-0 oc,2x6 2 rows staggered at 0-9-0 oc �.5 , 3 G1 NEr- ./O Bottom chords connected as follows.2x6-2 rows staggered at 0-9-0 oc T ?i9 Webs connected as follow 2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except rf noted as front(El,or back IDi face in the LOAD CASE:S;.section Ply to 87 22PE l s: ply connections have been provided to dslnbute only loads noted as(F i or;El) unless otherw se indicated 3)Wind ASCE 7-16:Vult=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf.BCDL=6 Opsf,h=25ft Cat II,Exp B.Enclosed - MWFRS(enve ope)gable end zone.cant lever left and light exposed end vertical left and nghl exposed Lumber DOL=1 60 plate grip DOL=1 60 I N0 rry•/� 4)TCLL ASCE 7-16,Pf=25.0 psi(Lum DOL=1 15 Plate DOL=1 151 Is=1 0,Rough Cat B-Part ally Exp_Ce=1 0 Cs=1 00.Ct=1 10 ,9 A,OREGON - 44 5)Unbalanced snow loads have been considered for this design 6)Provide adequate drainage to prevent water pending. �Cl 418E R 11' 7)All plates are MT20 plates unless otherwise,nd cated. OS � P 8)This truss has been designed for a 100 psi bottom chord live load nonconcurrent with any other lve loads. V A HE 9)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will frt between the bottom chord and any other members. EXPIRES:06/30/2023 10)Refer to girder:s)for truss to truss connections 11)Provide mechanica connection(by others;.of truss to beanng plate capable of withstanding 100 lb uplift at joint(s)except(A-lb} December 10,2021 71=630 11=6011 A'$1APNiN. i.ienty cwsgn parxrrwlers and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE Mk 7473 no 5/r912020 BEFORE Li'.E l Design valid for use only with MiTeit®connectors.Th6 design is based only upon parameters shown.and is for an individual buitdin0 component.nst a truss system Berore use the building designer muss verify the appicabiny or design parameters and properly incorporate trio design into Me o.eraN building design Bracing indicated is to prevent buckling of individual truss web andlar morel members only.Additional temporary and permanent bracing M(Tek 6 always required for stability and to prevent collapse web possible personal injury and property damage For general guidance regarding the fabrication,storage.delivery.erection and bracing or trusses and truss systems,see ANSI/TPII qualify Criteria,D584B and 8CS18uilding Component 250 Klug Cade Safely Information avaiabie from Truss Plate Institute 2670 Crain Highway.Suite 203 Waldorf MD 20601 Corona,CA 021390 ,rob Truss Truss Type Oty Ply POLYGON-T MORR MH 2S-RIPLEX[AI K10814590 25118 A09 Roof Special Girder 1 L Job Referenceiripi oral] Pacrf,Lumber&Truss Co., Lake Oswego,OR•97035 8.430 s Aug 16 2021 Milek Industries Inr. Thu Dec 9 10:49 18 2021 Page 2 ID eM2yl0Jm5vewge2uSY7_myz30cF-VNmisJ2uoPuDeRGnYg9gpUiuJLHU1gKlfvsj6?yAjTI NOTES- 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord 14) Use Simpson Strong-Tie LUS24(4-SD9112 Girder 2-SD9212 Truss Single Ply Girder;or equivalent at 6-9-4 from the left end 10 connect truss(es)to front face of bottom chord. 15) Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss Single Ply Girder)or equivalent spared at 11-5-8 oc max starling at 14-6-12 from the left end to 32-4-12 to connect truss(es)to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber 17)'NAILED"indicates 3-10d Nails(0.148"x 3') toe-nails per NDS gu delines 18; Hanger(sl or other connection devices)shall be provided sufficient to support concentrated load:Si 259 lb down and 106 lb up at 8-9-4,233 lb down and 112 lb up at 10-9-4,175 lb down and 112 b up at 12-9-4,171 lb down and 112 lb up at 26-7-12.and 186 lb down and 112 lb up at 28-4-12.and 251 lb down and 112 lb up at 30-4-12 on top chord. The desgnlselection of such connection device;s)is the responsibility of others LOAD CASE(S) Standard 1 s Dead+Snow balancediba lanced r Lumber Increase=1.15,Plate Increase=1 15 Uniform Loads(pit) Vert.1-9=-64,9-10=-64.11-21=-20 Concentrated I oads(lb) Vert:14-581F)3=164 19-58(F;13-1068(F)22=-190 23=-106 26=-102 27=-117 28=-182 30=-919(F)31=-65(F)32=58(F)33=999(F)34=-999(F)35=-58(F) 36—60(F) A WAR N1N'. Verity desrg-,pa ameters and READ NOTE` N THI-AN NCLUDEDMi7EK REFERENCE PAGE MII-7473 r 5.,,9,2020 BEFORE USE Oesipn valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual budding component not1111111 a truss system Before use,the building designer must verify the appfrrandhy of design parameters and properly incorporate this design into the overall building design Bracing indicaled is to prevent budding of individual truss web andlor Chord members only Additional temporary and permanent bracing MiTek a always required Is.stability and to prevent collapse vain possible personal,nryry and properly damage For general guidance regarding the fabrication storage delivery.erection and bracing of busses and truss systems.see ANSIITP11 duality Criteria,Dsad4 and SCSI Building Component 250 Kiug Ciude Safely information avalable Nam Truss Plate Institute 2670 Cram Highway Suits 203 Waldorf MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply POLYGON-T MORR MN 28 TRIPLEX(A) K10814591 25118 A10 I CALIFORNIA 1 1 Job Reference{eptionall Pacific Lumber 8 Truss Co Lake Oswego OR 97035 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10:49 19 2021 Page 1 ID eM2ylQJm5vewge2uSY7_myz30cF-z2K53f3Wgj03Gbrz5XgvLig1 rIeMmEISuZcGeSyAjTk 5-6-13 11-0-4 11,67 17-3-8 23-3-8 29-0-9 29(6,12 35-0-3 40-7-0 5-6-13 5-5-7 0-6-3 5-9-1 6-0-0 5-9-1 0163 5-5-7 5-6-13 Scale=1 71 2 See flat= 1111= Sue 6 00 iii 3 ea ea an 4 23 eri24 rs, 25a1 54 eai ex '6 S94 4 3E4 J 2 7 22 27 g 26 a 121 6 • o o p 16 to 11 13 12" = 1x'1= 311 10 9 4x44x12= 1.6114 II be= Su! II S1B d 3$= 1.Sa4 II ax12= i 5-6-13 _ 15-0-4 Y 17-3-8 20-3-8___+ 23-3-8 t 29-6-12 35-0-3 40-7-0 5-6-13 5-5-7 6-34 3-0-0 3-0-0 6-3-4 5-5-7 5-6-13 Plate Offsets 1X,Y1— j1-0-0-0,0-0-81 18 0-0-0,0-0-8;110:0-4-0.0-3-41,113 0-4-0,0-3-41 T LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Weft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.59 Vert(LL) -0.28 11-12 >999 240 MT2O 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.96 Vert(CT) -0.46 11-12 >999 180 TCDL 7.0 Rep Stress Inc( YES WB 0.56 Horz(CT) 0.17 8 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-MS Weight:220 lb FT=20% BCDL 10.0 LUMBER- BRACING. TOP CHORD 2x4 DF No,l&Btr'Except* TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, 3-6:2x6 DF 1800F 2 1E except BOT CHORD 2x4 DF No,l&Btr'Except' 2-0-0 oc purlins i5-0.8 max is 3-6 11-12:2x6 OF 1800F 2 1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except WEBS 2x4 DF Stud/Std 2-2-0 oc bracing 1 14.8-9 WEDGE WEBS 1 Row at midpt 4-13.5-10 Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (size) 1=Mechanical,8-Mechanical Max Horz 1=74(LC 15) Max Gray 1=2042(LC 40),8=2042(LC 40) FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3694/40,2-3=-3501/33,3-4=3120/52 4-5=4163/0,5.6=3124/52,6-7=-3501/33, 7-8=3694/39 BOT CHORD 1-14=0/3236,13-14=0/3236,12-13=0/4163,11-12=014163,10-11=0/4163,9-10=0/3236, 8-9=0/3236 WEBS 2-13=-666/148,3-13=0/1271,4-13=1450/10 5-10=-1448/10,6-10=0/1271, 7-10=-667'148,5-11=0/409,4-12 1/410 NOTES. n 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.opsf;h=258;Cat.II;Exp B:Enclosed �Eu PR°FE MWFRS(envelope)gable end zone and C-C Exterior(2E)0-0-0 to 4-0-11,Interior(1)4-0-11 to 11.0-4,Exterior(2R)11-0-4 to 16-9-2 �(,`` -, Interior(1)16.9.2 to 29.6-12,Extenor(2R)29.6.12 to 35-0-3.Interior)1)35-0-3 to 40-7-0 zone;cantilever left and right exposed end �J� NG 1 NE.Cn`Sp vertical left and right exposed.C-C for members and forces&MWFRS for read ens shown;Lumber DOL=1.60 plate grip DOL=1 60 ��? 9 y 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1-15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1,0;Cs=1_00'CI=1 10 Q 77 3)Unbalanced snow loads have been considered for this design. 8 22P 4)200.olb AC unit load placed on the bottom chord,20-3-8 from left end,supported at two points,5-0-0 apart. 5)Provide adequate drainage to prevent water ponding 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7)'This truss has been designed for a live load of 20.0psf on the bottom chord n all areas where a rectangle 3-6-0 tall by 2-0-0 wde will fit between the bottom chord and any other members.with BCDL=10.opsf. 9 NvA>,OREGON (,° 147 8)Refer to girder(s)for truss to truss connections- 'Q [�i 11 Q 9)This truss is designed in accordance with the 2018 International Building Code Section 2306.1 and referenced standard ANSI/7P 1 L1 8ER `A 10)Graphical purlin representat on does not depict the size or the orientatbn of the purlin along the top andlor bottom chord Osi CO a- HEa EXPIRES:06/30/2023 December 10,2021 A WARNING-Venn/design per amete rs and READ NOTES ON THIS AND INCLUDED MI TE K REFERENCE PAGE Mp-7473 rev.Sitseazo BEFORE USE ' Design vaid for use only with MiTnke connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Selore use the budding designer must verily the appli abaly of design pare melers and properly incorporate Es de5lgn into the overall budding design Dialing indicated is to prevent buckturg of individual truss web andlor chord members.ly Additional temporary and permanent braarg M lie k is always required for stability and to prevent collapse wen possible personal inlay and properly damage For general guidance regarding the fabnrcabon.storage delivery,erection and bracing of busses and truss systems.see ANSI/Mil Quality Criteria,DSe-J9 and 8C51 auliding Component 250 Klup C'urde Safely information evadable horn Truss Plate Institute,2670 Crain Highway Sude 203 Waldorf.MD 20601 Corona,CA 92880 Job Truss Truss Type Oly Py I POLYGON-T MORR MH 2S TRIPLEX(A) K10854592 25118 All CALIFORNIA I 1 Job Reference{Optional) Pacific Lumber 8 Truss Co Lake Oswego OR 97035 8 430 s Aug 16 2021 MITek Industries Inc. Thu Dec 9 10:49 22 2021 Page 1 ID eM2yiQJmSvewge2uSY7_myz30cF-N80Dhh5PzeOe73aYnffczKSTZzfkzXBuaXrwFmyA)Th 27.9.4 1.1•e-01 6-11 5 -_ 13-6-12 1i0-431;(15 18-a8 22-e-0 26-8-0 2/S.1 34.4-I l _ 41-4-0 •2-10-G 1.6.0 0-11.5 6-7-7 41.9 4-7.8 4-0-0 aS 6-7-7 6-11-5 146-0 0-4.3 Scale=1 74.6 3x4= 5x6: 5x8 M18SHS= 4x12= 3x6= 4 3 ra eT' rsr 5 33 �d 35 6 36rsr rsz, 7 8 37 6.00 _ 3a4-2" 22 1- — 38 9 a31 t► l $ as 30 '°40 2' = d r+► ® 1T 4-y R $ :�to lat d 20 19 18 17 18 45 14 13 12 31d_ 34 I 5e4 I I 3x8= = 3 4= 3iB- 3x12= flaw I I _ 302=8x16= ii-11-5 13-6-12 _ 18-0-8 _ 22-8-0 26-8-0 V _ 34.4-11 41-4-0 1>11-5 — 6-7-7 4-5-12 4-7-8 4-0-0 1.1 6-7-7 6-11-5 Plate Offsets(X V)— 12:0-6-0,aa10114:aa1,0-0-011i0:0-8-0,aa101..114 0-3 4,Edie1122:0-2-6,D-1-01 LOADING (psf) T SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 115 TC 0.94 Vert(LL) -0.37 16-17 >999 240 MT20 220/195 (Roof Snow=25.0) _umber 00L 115 BC 0.91 Vert(CT) -0.61 16-17 >817 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.81 Horz(CT) 0.18 10 n/a nla BCLL 0.0 • Code IBC2018/TP 2014 Matrix-MS Weight 245 lb FT=20% BCDL 10.0 , LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No 1&Btr 2-0-0 oc purlins(2-9-1 max) 4-8 WEBS 2x4 DF Stud/SId'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-14,6-16,5-17:2x4 OF No 1&Btr 2-2-0 oc bracing 13-14 WEBS 1 Row at midpt 3-19,9-13,7-13,5-19 JOINTS 1 Brace at Jt(s) 21 22 REACTIONS. (size) 2=0-5-8,10=0-5-8 Max Horz 2=102(LC 14) Max Uplift 2-88(LC 14),10=-55(LC 15) Max Gray 2=2476(LC 35),10=2534(LC 35) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4553/157 3-4=-3533/154,4-5-3004/171 5-6=-4735/90,6-7=3254/89, 7-8=-3152/103 8-9=-3673/80 9-10=-4675/85 BOT CHORD 2-20=-9313951.19-20=-93/3951,1 7-1 9=0134 1 8,16-17=0/3309,14-16=0/3301, 13-14=0/32 7 7.12-13=8/4059 10.12=8/4059 WEBS 3-20=0/285,3-19=-1081/171 4-19=0/1209,8-13=0/1831 9-13-1056/174,9-12=0/276 14-21=0/578 7-21=0/928.7-13=-1849/122,21-22-160)1650,6-21-1770/171. 5-17=-121/2-94,5-19=1007/28 17-22=-262/321 5-22=60/1368 NOTES- 6 1)Wind:ASCE 7-16.Vult=l2omph(3-second gust)Vasd=95mph TCDL=4.2psf;BCDL=6.0psf:h=25ft;Cat II;Exp B;Enclosed ikED r ROptn MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 2-7-10,Interior(1)2-7.10 to 13.6-12.Exterior(2R)13-6-12 to ��(, v.► 19-4-14,Interior(1)19-4-14 to 27-9-4,Exterior(2R)27-9-0 10 33-7-6 nterior(1)33-7-6 to 42-10-0 zone,cantilever left and right ��5 LNG I NEF9 "O exposed,end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate ?/-7 grip DOL=1.60 2)TCLL.ASCE 7-16;Pf=25.0 psi(Lum DOLe1 15 Plate DOL=1 15),IS=1.0.Rough Cat B;Partially Exp.;Ce=1.0,Cs=1.00,Ct=1 10 87022PE 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads cli ' (/ 5)200.01b AC unit load placed on the bottomchord,24-8-0 from left end.supported at two points,4-0-0 apart. K. w. 6)Provide adequate drainage to prevent water ponding �.�N OREGON 19 1-v 7)All plates are MT20 plates unless otherwise indicated Q 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 90 'l8E R �1' Q4 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q will fd between the bottom chord and any other members,with BCDL=10.0psf. " A,-HE � 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 500 b uplift at joint(s)2 10. 11)This truss is designed in accordance with the 2018 International Building Code section 2306,1 and referenced standard ANS/TPI EXPIRES:06/30/2023 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2021 Cor:r-;ied on naae 2 O WARNING Verify design pnramnle,•and READ NOTES 2N THIS ANC NCLJDED MITEK REFERENCE PAGE MII'473'ev 5/192020 BEFORE USE MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown and is for an individual building component.not a buss system Before use the building designer roust verity the appicraukty of design parameters and property incorporate this design into Ne overall building design Bracing irtdicated a to prevent budding of rnderidual truss web andro.chord members only.Additional lemparary and permanent Naang M ITek is always required for stable'and to prevent collapse vMh possible personal iniury and property damage For general guidance regarding the fabrication storage deWery erection and tracing of trusses and truss systems.see ANSUTPr1 Quality cragrla,058-8g and SCSI Building Component 250 Klug Circle Salary information available horn Truss Plate n5MNte.2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona CA 02880 Job Truss Truss Type Oty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814592 25118 All CALIFORNIA 1 1 Job Reference:optional; Pacific Lumber 8 Truss Co., Lake Oswego.OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10:49:22 2021 Page 2 I D:eM2yIOJm5vewge2uSY7_m yz30cF-N BODhh5PzeOe73aYnfDczKSTZzfkzXBuaXrwFmyAjTh NOTES-.. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)160 lb down and 78 lb up at 14-11-4,and 160 lb down and 78 lb up at 26.4-12,and 75 lb down and 52 lb up at 27-0-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1 15,Plate Increase=1.15 Uniform Loads(ph) Vert:1.4—64,4-8—64,8-11=-64,23-26=-20 Concentrated Loads(lb) Vert:14=100 7=-40 16=100 32=125 37=-125 O WARNING Verify design parameters and REA:,b iTE':::IN THl AN INC UOE i MI TEK REFERENCE PAGE MR lit 71 rev 1..18i71720 BEE -E E Design valid for use only with MiTekt9 connectors.This design is based only upon parameters shown.and is to an individual building remponent,not a truss system.Before use.the building designer must verily the applicability of design parameters and property incorporate this design onto the averatt buidfng design Farming rndirated Is to prevent bedding of individual truss web and/or chord members?nM Additional temporary and permanent bracing 71re�/ O always required for stability and to prevent:zaapse with possible personal injury and property damage For general guidance regarding the 11 ens tabrkation storage delivery.erection arid bracing of trusses and truss systems.See ANSt/TPI1 Quality Criteria,DSB39 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Inskhrte 2870 Cram Highway.Suite 203 Waldorf.MD 20801 Corona CA 92880 Job Truss 7.Truss Type Oty 'Ply POLYGON-7 MORR MH 2S TRIPLEX(A) K10814593 25118 Al2 CALIFORNIA •1 1 1 ,Job Reference(optional) , Pacific Lumber&Truss Co., Lake Oswego.OR-97035, 8 430 s Aug 16 2021 MiTek Industries nc Thu Dec 9 10.49 24 2021 Page 1 ID eM 2yIQJm5vewge2uSY7_myz3OcF-JX7 6N 7fUFeMMMkxu4F42IYoVmN6RQ9B1 rK1 JfyAlTf 27-9-4 15.47 18-0-8 25-6-9 27-5-1 6-11.5 13-6-12 1310-15 11744, I 224.0 23-94 36-9.4 1. 3M-11 } 41-4-0 12-1aq 6-11-5 6-7-7 0i-3 1 9-1 4-7-e 1•d 1.9-i 1• 0-4.3 a-i-7 6-11.5 14.0 Scale-'84.9 1-10-8 04-0 0-9-1 6.00 12 Saa6 11 1 5x4 l 8 5x6 5x6 s 10 6x6 = 5x8 C 3x8---= q 40/ y 45 46 47 9 48 3 41 3x8 39 v 5 338 4215 1. Sod% 29 3x4.". 5x8 = orb 16 37 2 43 38 44 1 $ Y>� is li i. 171 i did 22 27 26 25 24 23 21 20 to 4118— 1.5314 I 5x8 M18SHS 4x9 II 3x8= 1.5e4 II IIhB— 3x8 3x4 — 8x18 M18SHS— 3x12 — I 611_5 + 13812 ____4_18.0-8 I 22-8-0 i 26-8-0 27-till 34.4.11 I 41.40 -11-5 6-7-7 4-5-12 4-7-8 4-0-0 11-4 6-7-7 6-11-5 Plate OffsetsiX,Y;-- j1:0-0-4,40-0J,(17:0-0-4,0-0-0]j21:0-5-4,Eddee j29 0-2-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEcL. in (hoc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 VBrt(LL) -0.37 21-23 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.53 21-23 >934 180 M18SHS 220/195 TCDL 7.0 Rep Stress Inc: YES WB 0.84 Horz(CT) 0.23 17 n/a nla BCLL 0.0 Code IBC2018lTP12014 Matrix-MS Weight:279 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr'Except' TOP CHORD Structural wood sheathing directly applied except 5-10:2x6 OF 1800F 2.1E 2-0-0 oc purlins(6-0-0 max.);4-14,5-10. Except BOT CHORD 2x4 DF No.1&Btr 1 Row at midpt 9-14 WEBS 2x4 OF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS t Brace at Jt(s):9,28,7 REACTIONS. (size) 1=0-5-8,17=0-5-8 Max Horz 1=155(LC 19) Max Uplift i=64(LC 14),17=-54(LC 15) Max Gray 1=2733(LC 35).17=2871(LC 35) FORCES. (lb)-Max Comp.)Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-2=5589/368,2-4=-4838/377 4-5=2559/415,4-6=-1970/99,6-7=1970/100. 7-9=-1836/0,9-12=-2053/59 12-13=2053/59,13-14=-2007/87,10-14-2536/369, 14-16=-49251293,16-17=-5651/282 5-10-2211/432 BOT CHORD 1-27=-311/4932,26-27=-311/4932 24-26=208/4143 23-24=-102/4252,21.23=104/4249, 20-21=-102/4247,19-20=-182/4984,17-19=182/4984 WEBS 2-27=0/285,2-26=-851/161,426=0/569,14-20�1382,16-20=-814/157,16-19=0/281, 21-28=0/347,13-28 )/402,23-29=0/318.9-29=-232/392,28-29=-509/341. 9-28=-3341531,7-24-169/516,24-29-582/328,5-6=0/397,10-12=-44/427 NOTES- 1)Wend:ASCE 7-16;Vuit=120mph(3-second gust)Vasd=95mph TCDL=4 2psf.BCDL=6.0psf,h=25ft;Cat.B;Exp B,Enclosed, op PRQpE, MWFRS(envelope)gable end zone and C-C Exterior(2E)0-0-0 to 41 50,Interior(1)4-1.10 to 19-10-15,Extenor(2R)17-4-12 to 4 rs 23-2-15,Intenor(1)23-2-15 to 23-11.4,Extenor(2R)21-5-1 to 27-3-3.Interior(1)27-3-3 to 42-10-0 zone;cantilever left and right i,GJ tNC?I NE,e• /0 exposed end vertical left and right exposed.C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate T �i� grip DOL=1.60 2)TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1 15 Plate 0OL=1.15),Is=1 0.Rough Cat B;Partially Exp.;Ce=1.0.Cs=1.00,Ct=1.10 Q 8 PE 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)200.0lb AC unit load placed on the bottom chord 24-8-0 from left end,supported at two points.4-0-0 apart A N� r. N 6)Provide adequate drainage to prevent water ponding /7 A>,O REGON �� 4(/ 7)All plates are MT20 plates unless otherwise indicated ,(� Q 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. -YO $E�( 1 9)'This truss has been designed for a ive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q' will fit between the bottom chord and any other members,with BCDL=10 Opsf `S A. HEAD 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)1,17 11)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI EXPIRES: 06/30/2023 1 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the lop andior bottom chord December 10,2021 __ A WARNIN4 vent,'des$-pet ameters and READ NOTES(iN T19F.AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev 5-194020 BEFORE USE Mil Design valid for use only with MiTexp connectors The design a based only upon parameters shown-ands for an individual building component.not a truss system.Before use.the building designer must verrfyy Inc appikobany nl design parameters and properly incorporate this design into the overall budding design Bracing indicated s r lc prevent budding of indnndual truss web ardror chord members only Additional temporary and permanent bracing M 1 le k a always required for stability and to prevent cola pse with possible personal injury and property damage For general guidance regarding Ilse fabrication.storage delivery,erection and bracing of trusses and truss systems.see AHSUTPt1 quality Criteria,DS849 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute 2670 Crain Highway Suite 203 Waldorf MD 20601 Corona.CA 926130 Job `Truss Truss Type Oty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814594 25118 A13 MONO TRUSS 3 1 Job Reference tional Pacific Lumber&Truss Co, Lake Oswego.OR-97035, 8.430 s Aug 162021 M.Tek Industries,inc. Thu Dec 9 10 49.25 2021 Page 1 IDeM2ylOJm5vewge2uSY7_myz30cF-njhMKj7HFZmq WJ7SonJbz40sAmZA0iKGV3bs5yA1Te 1--0 6-4-13 12-3-3 18-1-8 1-6-0 6-4.13 5-10-5 5-10-5 Scale 1 53 7 3x4 II 600I12 8 7 17 11 LM4 3s4 4 1.504•: 3 1s 10 /4 15 9 • 3144. — 3x6= 94.0 _ 16.1-8 94-0 • 6.6.8 Plate Offsets(x,Y)- (2:0-2-10,0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 081 Vert(LL) -0 17 9-10 >999 240 MT20 220/195 (Roof Snow-25.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.27 9-10 >800 180 TCDL 7.4 Rep Stress Ina YES WB 031 Horz(CT) 0.02 9 nla n/a BCLL 0.0 • Code IBC20181TPI2014 Matrix-MS Weight:92 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, BOT CHORD 2x4 OF No.1&Btr except end verticals WEBS 2x4 OF Stud/Sid BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 1 Row at midpt 6-9,5-9 REACTIONS. (size) 2=0-5-8,9=Mechanical Max Horz 2=299(LC 13) Max Uplift 2=-89(LC 14),9=-135(LC 14) Max Gray 2=894(LC 3),9=964(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown TOP CHORD 2.3=1 25211 65,3-5=-1 0 3911 3 9,6-9=-269/108 BOT CHORD 2-10=-311/1090,9-10=203J574 WEBS 3-10=-391/169,5-10=-20/703,5-9=-830/195 NOTES- 1)Wind:ASCE 7-16;Vuft=120mph(3-second gust)Vasd=95mph,TCDL=4 2psf,BCDL=6 Opsf,,h=25f1;Cat II Exp B Enclosed MVVFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-5-0 Interior:1;1 6-0 to 18-1-8 zone cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL-1 60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15) Is=1 0 Rough Cat B'Partia':y Exp,Ce=1 0,Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design t1 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1 00 times flat roof load of 25.0 psf on overhangs �GQf09 P ROpt- non-concurrent with other live loads. V 51 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads �y NG1 NEF /pAA"- 6)'This truss has been designed for a live load of 20.0psf on the bottom chord n all areas where a rectangle 3-6-0 tall by 2-0-0 wide "Y� will fit between the bottom chord and any other members,with BCDL=10.Opst. rfrf 7)Refer to girder(s)for truss to truss connections 87022PE f 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 9=135. 9)This truss is designed in accordance with the 2018 International Budding Code section 2306.1 and referenced standard ANSNTPI 1 N K.�4i,OREGON rig N �Or, BER >>�P�O A. HEA DPIRES:06/30/2023 December 10,2021 A WARMNU verify design parameters and READ NOTES ON THIS AND INC:XSED MITEK REFERENCE PAGE Mli le!1 rev 5,1921720 BEFORE USE Design valid for use only with MITek®connectors This design is based only upon parameters shown and Is for an individual budding component.not111111 a truss system.Before use,the building designer must verity the appbcabrrty of design parameters and property incorporate this design Into the overall budding design Bracing indicated s to prevent budding of edmdual truss web and/or chord members only.Additional temporary and permanent bracing 1v1 L I(7ek is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 1 Il fabrication storage delivery.erection and bracing of trusses and truss systems see ANSUrP1.1 Quality Criterfa,05849 and aWS,eullding Comporsnt 250 Klug Cede Safety Information available from Truss Plate Institute 2670 Crain Highway Suite 202 Waldorf MD 20601 Corona.CA 92660 fJob Truss Truss Type Oly Ply POLYGON-7 MORR MH 2S TRIPLEX(A) K10814595 I25118 A14 MONOPITCH SUPPORTED 2 1 ( Job Reference(optional Pacific Lumber&Truss Co Lake Oswego,OR-97035. 8.430 s Aug 162021 MITek Industries.Inc. Thu Dec 910:49:27 2021 Page 1 ID.eM2yIQJm5vewge2uSY7 myz3OcF-k6p6109YnA0xDgTWZDpngO9L9 VVseyddkoYhwyfyTc 17-9-0 17-9-0 3x4 I' Scale a 1 52 0 14 13 2912 11 600 12 26 r0 1 9 1 A I 7 tit 5 4 3 t ) I 5x6 27 26 25 24 23 22 21 20 19 16 17 16 15 3x4 Plate Offsets(X Y} [1 Edge,0-3-0j LOADING (psi) SPACING- 2-0-0 CS( DEFL. in floc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.89 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow-25.0) Lumber DOL 1 15 BC 0.34 Vert(CT) n/a - n/a 999 TCDL 7 0 Rep Stress Inca NO WB 0.16 Horz(CT) -0.03 15 n/a n/a BCLL 00 • Code IBC2018/TPI2014 Matrix-S Weight:137 lb FT=20% BCDL 10.0 - LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins, BOT CHORD 2x4 DF No.1&B1r except end verticals WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 14-15,13-16 WEDGE Left 2x4 OF StudlStd REACTIONS. All bearings 17-9-0. (Ib)- Max Horz 1=288(LC 46) Max Uplift At uplift 100 b or less at joint(s)15,16,17,18,19,20,21,22 23. 24,25 26 except 27=-356(LC 48),1=-1651(LC 43) Max Gras All reactions 250 lb or less at joint(s)15,16,17,18,19,20,21,22, 23,24 25,26 except 27=360(LC 43),1=1795(LC 42) FORCES. (Ib)-Max.Comp/Max.Ten -All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3609/3341,2-3=-3067/2844,3-4=-2833/2628,4-5=-2582/2398 5-6=-2329/2165 6-7=-2077/1932,7-8-1824/1700.8-9-1572/1467,9-10=-1319/1235,10.11=-106711002, 11-12=-815/771,12-13=555/538,13-14=-281/272 BOT CHORD 1-27=-2711/2736.26-27=2475/2474,25-26=22752274,24-25=2075/2074, 23-24=1875/1874,22-23=-1675/1674,21-22-1475,1474,20-21=-1275/1274, 19-20=-1075/1074,18-19=-8751874,17-18-675/674 16-17=-475/474,15-16-275/274 WEBS 2-27=-362/408 ���Ep PROFESS NOTES- 5 NGiNEF <O 1)Wlnd:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4 2psf;BCDL=6 Opsf;h=25ft;Cat.II;Exp B:Enclosed, �,� v 7 ?ip MWFRS(envelope)gable end zone and C-C Comerf 3E)0-0-0 to 3-1-0,Exterior(2N)3-1-0 to 17-7-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 870 PE grip DOL=1.60 2)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/TP 1. 3)TCLL:ASCE 7-16;Pf=25.0 psi(Lum DOL=1 15 Plate DOL=1.15) Is=1 0;Rough Cal B,Partially Exp.;Ce=1.0,Cs=1 00.C1=1 10 4)Unbalanced snow loads have been considered for this design 9 Nv,O>`OREGON (19 O47 5)All plates are 1 5x4 MT20 unless otherwise indicated 6)Gable requires continuous bottom chord bearing lb �M9ER 11' 7)Gable studs spaced at 1-4-0 oc OS% PAP 8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with arty other ive loads. A. HE 9)-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 tal by 2-0-0 wide will fit between the bottom chord and any other members- EXPIRES:��3v/n�// 2�23 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,16,17 18 19,20.21,22,23,24,25.26 except(j1=1b)27=356,1=1651 December 10,2021 Continued on awe 2 A WARNING Verify design parameters end READ NOTES ON THIS AND INCLU:]EC MITER REFERENCE PAGE Mil 7471 rev 919r2020 BEFORE USL Design valid for use only with MiTek®connectors Thrs design is based only upon parameters shown.and Is for an individual building oenponent,not a truss system.Before use the budding designer must verify the appecabdiry of design parameters and property ncaporafe this design into the overat building design Bracing indicated k to prevent buckling of individual truss web and+a lard members only Addrbonal temporary and permanent b aci g Mi ek is always required for stability and to prevent Na lapse wth possible personal injury and property damage For general guidance regarding the fabrication.storage,deevely erectnn and biasing of trusses and truss systems.see ANSI/TP11 Duality Criteria,OSB-$9 and SCSI Budding Component 250 Klug Circle Safety Information avadabfe horn Truss Plate Insirtute 2670 Crain Highway Suite 203 Waldod.MD 20601 Corona.CA 92680 Job 'Truss Tfuss Type i Oty Ply i POLYGON-T MORR MH 2S TRIPLEX(A) .25116 IA14 MONOPITCH SUPPORTED 2 1 i K10814595 Job Reference Optional; Pacific Lumber 8 Truss Co lake Oswego OR 97035, 8 430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10:4927 2021 Page 2 ID eM2ytOJm5vewge2uSY7 myz30cF4k6p6109YnA0xDgTWLDpng09L9 1NseyddkoYhw_yAITc NOTES-. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 12)This truss has been designed for a total drag load of 150 plf.Lumber DOL=)1.33i P ate grip DOL=(1 33) Conned truss to resist drag loads along bottom chord from 0-0-0 to 17 9-0 for 150.0 ptf O WARNING verify dosige pe arneters and READ NOTES ON TH AN:: NC.t.DE:3 MITEK REFERENCE PA.SE Mil-7473 rev 5/192020 BEFORE 115E , Desgn valid for use only w th MlTeh49 connectors.Thb design is based only upon parameters shown,and 6 for an ardNidual building component notiiill a truss system Belie use the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall bus ling design Bracing indicated is to prevent buckling of ndki lual truss web and/or chord members only Additional temporary and permanent ha-acing M iTek- 6 always required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the labrication storage delivery erection and beadng o1 busses aril truss systems.see ANSI/TP(1 Qualify Criteria,05Bd8 and SCSI Building Component 250 Klug Circle Safely Information available horn Truss Plate Insbtule 2670 Crain Hpbway Suite 203 Waldorf MD 20601 Corona.CA 92880 Job Truss Truss Type )Oly Ply 'POLYGON-T MORR MH 2S TRIPLEX(A) -- K10814596 25118 A15 GABLE !2 1 _ - Job Reference(cptionall) Pacific Lumber&Truss Co. Lake Oswego.OR-97035, 8 430 s Aug 16 2021 MiTek Industries Inc. Thu Dec 910:49:31 2021 Page 1 ID:eM2yIOJm5vewge2uSY7_myz30cFct3demC2rPXNiRmHo2VIEK0nbl7aaFDfO Wv3IyAtTY 6-10-8 13-7-0 20-3-8 27-0-0 33-8-8 40.7-0 6-10-8 ---6-8-8 } 6-8-8 l 6-8 8 l 6-8-8 l 6-10-8 Scats=1743 5x8 e.go12 5 3x4 4 57 3x6 .--.= 56 41448 4x4 4 55 g Sx6 • 3 r 7 2 3x4 I: '3x4 8 3x4 II 54 ' 60 l'IlliNAIIINN\41144.14. 404,44 3x1 1 3k II A I 1 33 13x4 13x4 1 A 9 Illt-V.`,. • _ •• • ••• .... it 60 26 61 62 25 63 24 23 21 20 19 18 17 16 14 13 12 11 10 3x4— 5x6= 64 22 65 15 4x8= 5x6 6x6 4x8= 8-2-10 16-3-3 22-5-0 24-3-13 32-4-6 40.7-0 8-2-10 8-010 61•13 1.10.13 8-0-10 8-2-10 Plate Offsets i,X,Y I— [1 0-0-0,0.0-81,j6:0-0-1210.1-6119:Edse,aas1122:D-3-o a3 0112s 0-3.0 a3-4j LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loci I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1,15 TC 0.85 Vert(LL) -0.23 25-26 >999 240 MT20 220/195 (Root Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.30 25-26 >883 180 TCDL 7.0 Rep Stress Ina NO WB 0.88 Horz(CT) 0.07 18 nla n/a BCLL 0.0 Code IBC20181TP12014 Matrix-MS Weight 288 lb FT=20 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc puriins BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing, WEBS 2x4 DF Stud/Std'Except' WEBS 1 Row at midpt 5-22,6-22,6-15 5-22,5-25:2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std WEDGE Leff 2x4 SP No 3.Right-2x4 SP No.3 REACTIONS. All bearings 18-5-8 except(jt=length)1=Mechanical (lb)- Max Horz 1=205(LC 56) Max Uplift AN uplift 100 lb or less at joint(s)12 except 1=1325(LC 47),22=-1873(LC 47) 15-1900(LC 50),9=-1427(LC 50) 23=-204(LC 32).11=-158(LC 62), 10=-448(LC 49) Max Gray All reactions 250 lb or less at joint(s)24.23,21,20,19,18,17,16. 14, 13,12,11,9 except 1=1888(LC 32).22=2998(LC 30),15=1754(LC 45), 9=1441(LC 45),24=323(LC 22),10=521(LC 34) FORCES. (lb)-Max Comp/Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3450/2683 2-4=-2484/1493,4-5=-990/874,5-6=-2112/2331,6-8=1393/1487, 8-9=-2543/2556 BOT CHORD 1-26=-2126/2932 25-26=-2097/2315,24-25=-2065/2199 23-24-2065/2199. ' 22 23=1625/1759,21-22=-1649/1562,20-21=-1409/1322 19-20=-992/905, 9ED PROpt(1 18-19=-636/488 17-18=-652/509,16-17=-10131926,15-16-1187/1119,14-15-332/305, '\CC OS 13-14=-363/381 12-13-8021798,11-12=-1219/1215 10.11=-1636/1632, \y NGI NEF /O 9-10=-226212258 S R y WEBS 5-22=-2002/951 6-22=-1193/1150,6-15=-2208/2291 8-15=392/208,5-25=180/1106, Q� pp 4-25=-809/286,4-26=-237/881 2-26=-391/249 V 22P NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf.BCDL=6.Ops!h=25fL Cat II,Exp B;Enclosed; MWFRS lenvelope)gable end zone and C C Extelior(2E)0-0-0 to 4-0-11 Interior(1)4-0-11 to 20-3-8 Exterior(2R)20-3-8 to 24-4-3, .e NP ,ry A, Interior(1)24-4-3 to 40-7-0 zone cantilever left and nght exposed end vertical left and right exposed,C-C for members and forces& .� �0>.OREGON q� MWFRS for reactions shown,Lumber OOL=1.60 plate grip DOL=1 60 LEI. Q 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry l'o `4I8ER AN Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. Q�1 Pt�P 3)TCLL:ASCE 7 16.Pf=25.0 psf;Lan DOL=1 15 Plate DOL=1.15) Is=1 0 Rough Cat B;Partially Exp Ce=1 0,Cs=1.00;Ct=1 10 A. HE 4)Unbalanced snow loads have been considered for this design. 5)Al,plates are 1.5x4 MT20 unless otherwise indicated. SIRES:��3a�023 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 December 10,2021 f orTlMwwd on vane 2 A WARNING 'very design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIi-7473 rev 519,2020 Ult DHL U S f Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an ind MAdual bulldog component.notNil a truss system Before use,the budding designer must verily the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web andra chord members only Additional temporary and permanent bracing M iTe k is akvays required for stabilay and to prevent collapse with possible personal marry and property damage For general guidance regarding the fabrication storage delivery.erection and bracing of trusses and truss systems see ANSI/1P11 Quality Criteria.DSB-10 and SCSI Bullring Component 250 KIN Cede Seery Information avadabte horn Truss Plate Institute.2870 Crain Highway.Sure 203 Waldorf MD 20801 Corona,CA 92830 Job Truss 'Truss Type Oty -Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814596 25118 A15 GABLE 2 1 • Job Reference i,oglionall Pacific Lumber&Truss Co Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10 49,32 2025 Page 2 ID eM2y10Jm5vewge2uSY7 myz30cF-43c?o6DggtDKbLTMmPyNRIBW?5MJ1VMt4GSbByAtTX NOTES-. 8) •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,with BCDL=10 Opsf. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atpint(s)12 except(P=lb)1=1325,22=1873,15=1900,9=1427 23=204,11=158,10=448,9=1427. 11)This truss is designed in accordance with the 2018 International Building Code section 2306,1 and referenced standard ANSIITPI 1. 12)This truss has been designed for a total drag load of 150 pH_Lumber DOL=(1 33)Plate grip DOL=(1 33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0,22-1-8 to 40-7-0 for 312.9 plf. 1111 A WARNING Vent),design parameters and READ NOTES ON TH 5 AND INCLUDED MITEK REFERENCE PAGE MA 7473 rev 51192e2e BEFORE USE Design valid for use only wits MiTek®connectors This design is based only upon parameters shown,and a for art individual building component,not a Truss system.Before use,the budding designer mull verify the applicabeRy ad design parameters and property rcarporote this design into the overall budding design Bracing indicated is to prevent toucklag of intlsdual truss web andror chord members only additional temporary and permanent bracing MiTek A alva is required for slabtty and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication storage,delivery,ere[bon and tracing of trusses and truss system,see ANSI/1-Plc Quality CrMerla,DSe.sa and RCS,Building Component 250 KI g Cade Safalylnformabon available from Truss Plate Insidule,2670 Crain Highway Su/e 203 Waldorf MD 20501 Corona.CA 92880 Job Truss Truss Type Qty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814597 25118 A16 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co Lake Oswego OR 97035 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10-49:33 2021 Page 1 D:eM2yIQJm5vewge2uSY7 myz30cF-YGAN?SEINOn4xlwfwTw8vePOnOTk2VTW6k?08eyAJTW 6-10-8 13.7-0 _ 20-3-8 1 _ 27-0-0 33-8.8 40-7-0 6-10-8 6-8-8 6-8-8 6-8-8 6-8-8 6-10-8 Scale=1:68.9 646= GOD rii 5 3a4 22 23 34 i r 24 3x4 4 6 34 3 7 1 5x4\\ 1.50 // 2 a 20 25 1 6 — 1$ 13 26 27 12 28 29 11 30 31 10 3x4= Sx8= 5x8= 3x4= 488= 4x8= 8-2.10 16-04 24-7-0 32-4-6 40-7-0 8-2-10 i 7-9-6 + 8-7-0 7-9-6 I 8-2-10 Plate Offsets tX,Y)- 11:0-0-0,0-0-121,19:Edge,0-0-121111:0-4-0,0-3-4L,112:0-4-0 0-3-41 - - - -LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 075 Vert(LL) -0.29 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 076 Vert(CT) -0.48 11-12 >999 180 TCDL 7.0 Rep Stress Inca YES WB 077 Horz(CT) 0 13 9 n/a n/a BCLL 0.0 • BCDL 10.0 Code IBC2018/TP12014 Matrix-MS Weight 201 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std'Except' 5-11,5-12:2x4 DF No.18Btr WEDGE Left 2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (size) 1=Mechanical,9=Mechanical Max Hors 1-137(LC 15) Max Uplift 1--134(LC 14),9=-134(LC 15) Max Gray 1=1846(LC 2),9=1846(LC 2) FORCES. (lb) Max.Comp/Max-Ten- A8 forces 250(lb)or less except when shown TOP CHORD 1-2-3377/252,2-4=-3251/295.4-5=-2599/290,5-6=-2599/290.6-8=-3251/295, 8-9=3377/252 BOT CHORD 1-13=-297/2941,12-13=-171/2452,11-12=37/1847,10-11=81/2452 9-10=160/2941 WEBS 5-11=-143/1127,6-11=-779/245,6-10-99/647.8-10=-349/183 5-12-143/1127, 412=-779/245,4-13-99/647,2-13-349/183 NOTES- 1 Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf:BCDL=6.0psf,h=25ft;Cat.II Exp 8,Enclosed; MO/FRS(envelope)gable end zone and C C Exterior(2E)0-0-0 to 4-0-11 Interior(1)4-0-11 to 20-3-8.Exterior(2R)20-3-8 to 2443, uc O PR OFF Interior(1)24-4-3 to 40-7-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces& C" Ol MWFRS for reactions shown Lumber DOL=1 60 plate grip DOL=1 60 �J� 0,G l NE�rn `S/pf" 21 TCLL:ASCE 7-16;Pf=25.0 psi(Lum DOL=1.15 Plate DOL=1 15);Is=1 0,Rough Cat B;Partially Exp,Ce=1 0;Cs=1.00;C1=1 10 i� 7 3)Unbalanced snow bads have been considered for this design 91' 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other nve loads. 87022P 5)•This truss has been designed for a live load of 20.opsf 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,with BCDL=10.0psf 6)Refer to girder(s)for truss to truss connections 7)Provide mechanical Connection I by others)of truss to bearing plate capable of withstanding 100 tb uplift at joint(s)except Qt=1b) N(N Iry A.. 1=134, 134 8)This truss is in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/I-PI 1 9 AT OREGON �O Q� �00,9''',if 'N s P� A. HEak EXPIRES: 06/30/2023 December 10,2021 is, O WARNING Verify deep,,parameters and READ NOTES ON THIS AND INCIUOED MITEI(REFERENCE PAGE Ma 7472,ev 5+19.292C BEF 47E JSE Design vat foe use only with MiTek®connectors This design is based only upon parameters shown and is for an individual building component.not a truss system Before use,the bolding designer must verity the apphcablity of design parameters and property incorporate this design into the overall buwrng design Bracing indicated is to prevent buckling of individual truss web anther chord members only Addroonal temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.Far general guidance regarding the fabrication.storage.delivery erection and bracing of trusses and buss systems see ANSLRPfr Quality Criteria,DSB-89 and SCSI Building Component 250 King Circle Safety information available horn Truss Plate Institute 28170 Crain Highway Suite 203 Walden.MO 208121 Corona CA 92880 Job -Truss Truss Type City Ply ' POLYGON-T MORR MH 2S TRIPLEX(A) K10814598 25118 A16F COMMON 3 I Job Reference(optional) Pacific Lumber&Truss Co Lake Oswego,OR-97035, 8,430 s Aug 162021 MiTek Industries.Inc. Thu Dec 910:49:34 2021 Page 1 IDleM2y1QJm5vewge2uSY7myz30cF-1SkmDnEx8KvxZvVsUBRQSsybrokWhxhlLOIZg4yAITV l 6.1041 i 13-7-0 15-0-8 20.3.8 F 25-6-8 27-0- 33-8-8 + _40-TM • 6-10.8 6-8-8 1-5-0 5-3-0 5-3-0 T 15-8 6-8-8 6-10-8 Scale=1.68.9 lied= 600 IV 6 344 4 3a8 4 � 27 348 316� g 7 3x4� 4 8 3x8. 3 9 ilea\\ 1 1.51os= 18 4 1.5s4// 2 502= 10 26 28 31 Fil 11 15 29 30 14 31 32 13 33 34 /2 4>�= 3%4— 8x10 M18SHS= thinM18SHS= 3>a/r 4AD 8-2-10 15-08 24-74 32-4-6 40-7I ) ) _____i 8-2-10 6-9-14 1 6.70 11 6-9-14 8-2.10 Plate Offsets(X,Y)-- [1:0-0-0,0-0.8),[11:0-0-0,0-0-8 13 0-4-8,Edge],[14:0-4-8,Edge) LOADING (psf) SPACING- 2-0-0 CM. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.60 Vert(LL) -0.67 14-15 >723 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.98 Vert(CT) -0.78 12-13 >627 180 M18SHS 220/195 TCDL 7.0 Rep Stress Inc: YES WB 0.84 Horz(CT) 0.13 11 n/a n/a BCLL 0.0 • Code I0C2018/TP12014 Matrix-MS Weight 234 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins BOT CHORD 2x4 DF No.1&Btr'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-14 2x6 OF 1800F 2.1E JOINTS 1 Brace at Jt(si 16 17 18 WEBS 2x4 OF Stud/Std'Except' 7-13,5.14 2x4 DF No.1&Btr WEDGE Left.2x4 SP No 3 Right 2x4 SP No 3 REACTIONS. (size) 1=Mechanical,11=Mechanical Max Harz 1=137(LC 141 Max Uplift 1=-34(LC 141.11=-34(LC 15) Max Gray 1=1897(LC 21,11=1897(LC 21 FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1 2=3478/59,2-4=-3353/104.4-5-2782/43,5-6-1465/118 6-7=-1465/118, 7-8=2782/43,8.10=-3353/104,10-11=-3478/59 BOT CHORD 1-15=-126/3033,14-15=012557.13-14=0/2492,12-13=012557 11-12=0/3033 WEBS 8-13=-664/276,8-12=-179/668,10-12-368/195,4-15-178/668,2-15=-368/195, 4-14=-664/276,13-17-11/974,7 17-12/975,14-16=11/974.5-16=12/975, 6-18=0/993,5-18=1377/50.7 18=1377/50 NOTES- aE) PROFS , 1)Wnd ASCE 7-16,Vuit=120mph(3-second gust)Vasd=95mph;TCDL�.2psf:BCDL=6.0psf,h=25ft Cat.II;Exp B;Enclosed; <(' s MWFRS(envelope)gable end zone and C-C Exterior(2E)0-0-0 to 4-0-11.Interior(1)4-0-11 to 20-3-8,Exterior(2R)20-3-8 to 24-4-3 J NG I N E . 4, Interior(1)24-4-3 to 40-7-0 zone,cantilever left and right exposed end vertical left and right exposed;C-C for members and forces& ,,S? 9 y MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 p 2)TCLL ASCE 7-16;Pf=25 0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00.Ct=1 10 �' 8 PE 3)Unbalanced snow loads have been considered for this design. 4)200.0Ib AC unit load placed on the bottom chord,20-3-8 from left end,supported at two points,5-0-0 apart 5)All plates are MT20 plates unless otherwise.ndicated. 6)This Miss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other lye loads ^ w 7)'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 9 5. NSA,OREGON rj� 44,/ will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Refer to girder(s)for truss to truss connections, 9O FMg E R '11' N4 9)Provide mechanical connect on(by others)of truss to bearing plate capable of withstanding 100 b uplift at joint(s)1 11 Or, n�P 10)This truss is designed n accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSUTPI A- HE 1 EXPIRES: 06/30/2023 December 10 2021 i 0 WARNING Venfr desgr parameters and READ NOTES ON TIPS AND INCLUDED MITEK REFERENCE PAGE MII.7473 an 571512(120 BEFORE USE Design vakd for use only with Mae ldl inn rwctors.This design s based only upon parameters shown.and is for an individual building component,notMil a truss system Before use.the budding designer must verily the appkrabitrty of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent budding or individual truss web and/or Cii0ld members only.Additional temporary and permanent bracing M iTek is always required lot stabCay and to prevent collapse rah possible personal injury and property damage For general guidance regarding the fabricator storage delivery erection and bracing ill busses and Puss systems.see ANSVTPI1 Quality Criteria,DS8419 and SCSI 8u1rding Component 250 Klug Code Safely Information avertable from Truss Plate Institute.2670 Cram Highway Suite 203 Waldorf MD 20601 Co,ona,CA 92580 • Job Truss Truss Type lily Ply POLYGON-T MORR MH 2S TR PLEX(A) .K13814599 25118 JA17 COMMON - 2 ' Job Reference(optional) Pacific Lumber&Truss Co.. lake Oswego,OR-97035. 8 430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10:49:35 2021 Page 1 ID:eM2yIQJm5vewge2uSY7-myz30cF-Vel8Q7FZve1oB3421uyP3VkSC7XWPpoZ2U6CWyAjTU -1.6.00 7.44 13 11 8 1 184-0 ,204-0 27-4-8 i 34-1-0 - 40.11.E 1-6-0 31 6-8-8 68-8 4-0-0 2-04÷ 6-8-8 6-8-8 6-10-8 Scale=1 76.3 54= 8.00.12 3x4 i 7 8 3118�3x12 30 31 3x4 5 29 32 8 3,6 4 9 1.5x4\1 1.5x4= 5 5x12 1.5x4 // 3 21 10 33 28 2 r•t1. t1 riy an ai , It LA 18 17 18 15 td 34 13 35 36 12 3x4= 4x6= 3x8- 3x4= 5x6- 5x8= 3x4= 4x8= 3x8 1.524 I 8-7-2 144-0 16-4-8 1840 204-0 24-11-8 324-14 40.11.8 I 8-7-2 ( 6-0-14 11-8-81 2-3-81 2-0-0} 4-3-8 l 7-9.6 E 8-2-10 Plate Offsets(X.Y)- 12:0-8-0,0-0.81,I1110-0A,0.0.8).[13:0-4-0,0-3.01,I15:0-5-4.Edge1,I20:0-2-8,0.2-8] LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 74 Vert(LL) -0.29 12-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.48 12-13 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0 78 Horz(CT) 0 14 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-MS Weight 246 lb FT=20% BCDL 10.0 _- LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc puriins 80T CHORD 2x4 DF No.1&Blr BOT CHORD Rigid eel ng directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std'Except' WEBS 1 Row at midpt 15-20 15-21 2x4 DF No.1&Btr JOINTS 1 Brace at J1(s):20,21 WEDGE Right 2x4 SP No.3 REACTIONS. (size) 2=0-5-8.11=Mechanical Max Horz 2=163(LC 14) Max Uplift 2=46(LC 14),1 1=-53(LC 15) Max Gray 2=2068(LC 2),11=1947(LC 2) FORCES. (lb)-Max,Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3-3821/4.3-5=-3719/52,5-6-1916/43,6-7-2327/92,7-8-2809/118. 8-10=-3466/125,10-11=-3593/82 BOT CHORD 2-18=-78/3378,16-18=0/2717,15-16=0/2709,14-15=0/2064,13-14=0/2058. 12-13=0/2642,11-12=-9/3132 WEBS 7-13=-160/1068,8-13-787/246,8-12=-105/654,10-12-343/188,5.18-141/838, 3-18=-445/204,16-19=0/335,5-19=0/335.15-20-18091246,6.20=1360/206, 5-20=-1212/108,7-21=0/1261,20-21=1070/94.15-21=-143/2346.6-21=123/1027 NOTES. 4 �EO PROFF S 1)tiMnd ASCE 7-16;Vult=120mph(3-second gust)Vasil=95mph TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp B;Enclosed; �( IS M WFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 2-7-2,Interior(1)2 7-2 to 20-8-0,Exterior(2R)20-8-0 to 24-9-2, j NG I N EFn vo Interior(1)24-9-2 to 40-11-8 zone;cantilever left and right exposed:end vertical left and right exposed;C-C for members and forces ,� 9 &MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 £ �c 2)TCLL ASCE 7-16;P1=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);15=1 0;Rough Cat B:Partially Exp;Ce=1.0;Cs=1.00;Ct=1.10 87 22PE 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. CV5)200.01b AC unit load placed on the bottom chord,16-8-0 from left end,supported at two points.4-0-0 apart. / N� IN. A.„ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,9 4 OREGON (19 4, 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1y Q will f4 between the bottom chord and any other members,with BCDL=10.opsf. r0 MBER '��' 8)Refer to girder(s)for truss to truss connections. O Q' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,11. S A. HE�� 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI ' EXPIRES:06/30/2023 December 10,2021 O WeArvrAG-veny design parameters and READ NOTES ON THIS ANC NCLUDEDMITEK REFERENCE PAGE hill 7473 rev S19r2am BEFORE USE Design valid for use only with MrTelo®connectors This design is based only upon parameters shown and is for en individual budding component notMII a truss system.Before use,the budding designer must verily the eppicabibty of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent budding of individual Truss web andlor chord members only Additional lemporary and permanml bracing M ITe is always required for stability and to prevent relapse with possible personal injury and popelly damage Fa general guidance regarding the labricahon.storage delivery,erection and bracing of trusses and truss systems.see ANSI/7Pd Qualify Criteria,DSe-da and ecsi Bonding Component 250 KW Currie Sauey Information available from Truss Plate Institute 2670 Crain Highway Suite 203 Waldorf,MD 20601 Corona.CA 92880 Job Truss ITruss Type Qty 'Ply ' POLYGON-T MORR MH 2S TRIPLEX IA) 25118 A18 'GABLE `5 1 K70814600 tt Job Reference(optional) Pacific Lumber&Truss Co Lake Oswego.OR-97035. 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10 49:39 2021 Page 1 ID,eM2yIQJm5vewge2uSY7 myz3OcF-NQXfGVI3ysXE1gNpGklb9vlP0pVISB000gSKLHyAjTO 10 8 13.7-0 20.3.8 27-0-0 1- 40-7-0 I- --66-10-13 --4- -- 6-8•8 6-8-8 6-8-81- 6-8-8 ~ 610-8 — 1 3x4 Scale=1.83.2 5x6 8.00I12 S • 3(6 = ')\111 3112 =- 5x6! 60 61 3x4:.',. 4 59 82 6 3x6 3 ? 7 e( 3x2 I , d \ 3x4 is an II 2 /\414111111141 ti 3x4 13x4 1 =x4 I 3x4 63 II 3x4 I q 1 9 is I �' 1 ► • P • • r • • 91 4 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 6x6 = 5x6= 5x6 - 3r4- 4x8= 616 - 3x6 - 3x4 1 8-2-10 16-3-3 + 22.94 44411 32-4-6 40.7.0 + 62-10 6.0.10 6.6-5 164 6-0.10 8-2.10 Plate Offsets(X.Y)- [1:Edge.0-3-81,13:0-3-0,E10e1,14 0-3-0,0-0-6115:0-1.12.0-1.81[9•Edoe,O-0-81,111:0-3-0.0-3-01(17,0-1-12.0.1-81 j17:0.3-0.0-3-0H23:0-3-0.0-3-01 T T — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.28 10-11 >768 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.77 Vert(CT) -0.37 10-11 >583 180 TCDL 7.0 Rep Stress lncr NO WB 0,93 Horz(CT) 007 9 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MS Weight:333 lb FT=20% BCDL 10-0_ LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purtins. BOT CHORD 2x4 DF No.1&Blr BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing WEBS 2x4 DF Stud/Sid WEBS 1 Row at midpt 5-17,4-17,4-23 OTHERS 2x4 DF Stud/Sid WEDGE Left:2x4 DF StudlStd,Right:2x4 SP No 3 REACTIONS. All bearings 22-9-8 except(jt=length)9=Mechanical. (Ib)- Max Horz 1=156(LC 56) Max Uplift All uplift 100 lb or less at joints)14,15,26,27 except 1=-1528(LC 43). 17=-1454(LC 48),9=-1315(LC 50),12=-622(LC 50),23=1748(LC 47).28=574(LC 48),13-529(LC 33) Max Gray All reactions 250 lb or less at joint(s)14,15,16.18.19,20 21,22, 24,25,26,27,1 except 1=1580(LC 48),17=2435(LC 29),9=1842(LC 33) 12=772(LC 33),12=403(LC 1),23=1645(LC 44) 28=636(LC 31),13=451(LC 50) FORCES. (Ib)•Max.Comp./Max Ten.-All farces 250(Ib)or less except when shown. TOP CHORD 1 2-2502/2483,2-4=1 44411 51 0,4-5-1930/2132,5-6=1003/943 6-8=2397/1477. 8-9=3363/2667 BOT CHORD 1-28=-2166/2220,27-28-1942/1996.26-27-1601/1655,25-284-1259/1287, 24-284-918/973,23-24w_5771632,22-23=-1530/1544,21-22=-1170/1184,20-21=8291843, 19-14-15=15 9/11 736,13-14'1944/2078, 2 13w_ 4/2357.11 112=222412357126211361, ' 'VI PRo�CeI& 10-11=-2061/2358,9-10=2099/2912 �5 r`NGI NE-$. /O WEBS 5-11.-36911072,6-11-818/278,6-10-221/889,8-10=-391/249,5-17=-1587/598, ,S. 17 y'IL 4-17=-1086/1062,4-23=198112041 2-23=3701183 87 22P r NOTES- 1)Wind ASCE 7 16;Vutt=120mph(3-second gust)Vasd=95mph:TCDL=4.2psr.0CDL=6.0psf;h=25ft.Cat.II;Exp B,Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)0-0-0 to 4-0-11.Intenor(1)4-0-11 to 20-3-8,Exterior(2R)20-3-8 to 24-4-3, Interior(1)24-4-3 to 40-7-0 zone;cantilever left and right exposed;end vertical left and right exposed C-C for members and forces& 4 N� IN N A. MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .9 A),OREGON (9 V 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry [. Q Gable End Details as applicable,or consult quaffed building designer as per ANSI/TPI 1. 90 FM,g E R A\' + 3)TCLL ASCE 7-16:Pf=25.0 psf(Lum DOL=1.15 Plate OOL=1.15);Is=1 0,Rough Cat B;Partially Exp;Ce=1 0:Cs=1,00;Ct=1 10 P 4)Unbalanced snow loads have been considered for this design. A. HEak 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. EXPIRES: 06/30/2023 7)This truss has been designed for a 10.0 psf bottom chord ive 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 3-6-0 tall by 2-0-0 wide December 10,2021 will fit bet =the bottom chord and any other members with BC s'UL=10 0D , A WARNING Verily desig-parameters and READ NOTES ON THIS ANC INCU,DED MI TEK REFERENCE PAGE MO 7473 rev 5/192020 BEFORE USE Nil Design valid for use only will MiTek®connectors.This design is based only upon parameters shown,and is tor an indevdual building component.not a truss system.Before use the budding designer must verily the applicability of design parameters and properly ncorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members silly Additional temporary and permanent bracing M ilek is always required for slabirly and to prevent collapse wdh possible personal injury and property damage For general guidance regarding the fabnrabon.storage,delivery.erection and bracing o1 busses and truss systems,see ANSI/TP(1 Oually Criteria,D58-g9 and SCSI 6u ddIng Component 250 KIN Code Safety Information available horn Truss Plate Institute 2670 Crain Highway Side 203 Waktnd MD 20801 Carona.CA 92510 Job Truss Truss Type Oty 'Ply POLYGON-T MORR MI-I 2S TRIPLEX(A) K10814600 25118 A18 GABLE 1 1 Job Reference(optional)_ Pacific Lumber&Truss Co Lake Oswego OR 97035, 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 910:49:40 2021 Page 2 ID.eM2y:OJm 5vewge2uSY7_myz30cF+c51TrJhjAfSHgy?gRYgi7Cam Dr6BegYjKCtlkyAjTP NOTES- 9)Refer to girder(s)for truss to truss connections 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,15,26,27 except(jt=Ib)1=1528,17=1454.9=1315, 12=622,23=1748 28=574,13=529,1=1528 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a total drag load of 150 plf Lumber DOL=(1 33)Plate grip DOL=11.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 22-9-8,39-7-0 to 40-7-0 for 255 9 Of I A WARNING Venly design parameters and READ NOTES ON THIS AND JOED MITEK REFERENCE PAGE 74,2 re, 19:141_Et=-NF -F Design vak'for use only wM MiTek®con nectars.This design is based only upon parameters shown,and is for an ihdmdual building component,not1/111 a truss system.Before use,the budding designer must verily the appkdabdity of design parameters and property incorporate this design into the overall building design Placing indicated is to prevent budding of ndividual truss web and/or chord members only Additional temporary and permanent bracing MiTek a always required for slabdily and to prevent coNapse with possible personal injury and property damage For general guidance regarding the fabrication storage delivery,erection and bracing of trusses and buss systems,see ANSI/TP11 Quality Criteria,DS8.69 end BCSI Building Component 250 Kfog Code Safety Information available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf.MO 20601 Corona CA 92880 Job Truss Truss Type 011y Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814601 25118 A19 Jack-Closed 5 1 Job Reference Ilona) Pacific Lumber&Truss Co., Lake Oswego.OR-97035, 8 430 s Aug 16 2021 MiTek Irtdustnes,Inc. Thu Dec 9 10A9A1 2021 Page 1 ID:eM2yI0Jm5vewge2uSY7_myz30cF-JofPhBKKUUnyv_XCO933EKfrRdE9wFvhy_xROAyAjTO 6-08 ( 11-10-11 17-9-0 6-0-6 5-10-5 5-10-5 Scale=1 53.4 3x4 II 600t2 5 6 14 3101 4 4 3 1.6e4'• 2 13 1 • .""inemeesemsememsmemommenninseeLamememmemnso-: ma 9 15 16 87 3x4= 3x6= 31r6= 8-11-8 _ 17.90 l 8-11-8 _ 6.9-8 Plate Offsets(X,Y)- (1:0-0-0.0.0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 39 Vert(LL) -0.17 8-9 >999 240 MT20 220/195 (Roof Snort-25.0) Lumber DOL 1 15 BC 0 53 Vert(CT) -0.27 8-9 >785 180 TCDL 7.0 Rep Stress Ina YES WB 0 30 Horz(CT) 0.02 8 n/a n/a BCLL 0.0 • Code IBC2018ITPI2014 Matrix-MS Weight 89 lb FT=20% BCDL 10.0 -. _ LUMBER- BRACING- TOP CHORD 2x4 DF No.l&Btr TOP CHORD Structural wood sheathing directly applied or5.9-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 DF Stud/Std'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-8 2x4 DF No.1&Blr WEBS 1 Row at midpt 4-8,5-8 WEDGE Left 2x4 SP No 3 REACTIONS. ;size) 1-Mechanical,8=Mechanical Max Horz 1=286(LC 13) Max Uplift 1=-57(LC 14) 8=135(LC 14) Max Gray 1=798(LC 3) 8=951(LC 3) FORCES. (bl-Max Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 1-2=1213/127 2-4=-997/111,5-8=269/114 BOT CHORD 1-9>230/1031 8-9=-167/561 WEBS 4-9=19/656 4-8=-807/181,2.9=362/169 NOTES- 1)Wind ASCE 7-16.Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2ps1,BCDL=6.opsf.h=25ft,Cal I Exp B Enclosed MWFRS(envelope)gable end zone and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-9-0 zone cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1 60 Q PROFS 2)TCLL ASCE 7 16,Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15),!sal 0;Rough Cat B Partia-ty Exp.Ce=1 0;Cs=1 00 Ct=1 10 `�(�`Ep 0.0 3)Unbalanced snow loads have been considered for this design �Cj !NGl NFFn 40 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads #� 5)'This truss has been designed for a ive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Ft between the bottom chord and any other members,with BCDL=10.0psf 87022PE 6)Refer to girder(s)for truss to truss connections 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(sl 1 except(jt=lb) 8=135. 8)This truss is designed in accordance with the 2018 International Budding Code section 2306 1 and referenced standard ANSIfTP 1 y °A:. OREGON r19 lV� 9 FMe�R �1 a� cbS A. HEANkP EXPIRES:06/30/2023 December 10 2021 AWARNING VeeryoesrgnparametersandREADMOTESONA9SANGINC1JDEDMITEKREFERENCEPAGEMPTaT)rev'-1h(-O'0BEF_.EJSE Design valid far use only will MITek b connectors.This design a based only upon parameters shown,and is for an individual Waling component not NI" a truss system.Before use,the bolding designer must vent'the appkcabiay of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members wry.Additional temporary and permanent bracing MiTek° is always required for stabdriy and to prevent collapse with possible personal injury and properly damage For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and WAS systems,see ANSI/7'Pd Quality Criteria.0SB49 and SCSI Building Component 250 Kiag Circle Safety Information available from Truss Plate Institute,2870 Crain Highway,Suite 203 Waldorf,MD 20801 Corona,CA 92680 Job Truss Truss Type Oly Ply POLYGON-T.MORR MH 2$TRIPLEX(A) K10814602 25118 A20 CALIFORNIA SUPPORTED 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8 430 s Aug 162021 MITek Industries,Inc. Thu Dec 910:49:44 2021 Page 1 ID:eM2yIOJm5vewge2uSY7_myz30cF-kNLYJCMCnP9NAnRGn3HcroszNEDgIS7eL7eyA50VyAjTL 21-0-5 20-5-9 I 19-6-11 20.17E 122.7.141 19-6.11 74_fo1 z 179 Seale.1.82.5 6 00 I12 o-Of 15 16 3a11 II 14 ����Nitoili7 5x6 i 13 12 11 10 is 9 7 8 } 2 S r1 n I 365 4 35 1 018211111111i 2 i crwcc ICK•10 • - ccIcavzN. ...w:Ac: -rncawa ore W.0:cr 402.14--I--O-rcrwN:w sr 8x8= 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 F 22-7-14 22-7-14 Plate Offsets fX,YY-- 11:0-1-3,Ed2e1111:0-3-0,0-3-01 LOADING (pal) SPACING- 2.0-0 CSI. DEFL. in (lot) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.93 Vert(LL) ri/a - n/a 999 MT20 220/195 (Roof Snrmr-25.0) Lumber DOL 1 15 BC 0.43 Vert(CT) n/a - n/a 999 TCDL 7 0 Rep Stress Ina NO WB 0.19 Horz(CT) -0.05 18 n/a n/a BCLL 0 0 Code IBC2018/TPI2014 Matrix-S Weight*200 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr-Except' TOP CHORD Structural wood sheathing d rely applied or 3-2-6 oc purlins, 15-16:2x6 DF 1800F 2.1E except end verticals,and 2-0-0 oc purlins(6-0-0 max.):15-16. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 3-7-8 cc bracing. WEBS 2x4 DF Stud/Slid WEBS 1 Row at midpt 17-18 16-19,15-20,14-21,13-22 OTHERS 2x4 OF StudlStd WEDGE Left 2x6 DF 1800F 2.1E REACTIONS. All bearings 22-7-14 (Ib)- Max Horz 1=302(LC 45) Max Uplift All uplift 100 lb or less at joint(s)18,19,21.22,23.24,26,27,28, 29 30,31,32,33 except 20=-300(LC 46).34=-345(LC 48),1=-1993(LC 39) Max Gras All reactions 250 lb or less at joint(s)18,19,21,22.23,24.26 27. 28 29.30.31,32,33 except 20=300(LC 39),34=381(LC 63),1=2142(LC 46) FORCES. (lb)-Max.Comp./Max Ten -All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4333/4133.2-3=-3726/3565,3-4=-3475/3331,4-5=3227/3100,5-6=-2978/2867, 6-7=2729/2635,7-8=2479/2402,8-9=2230/2170,9-10-1976/1933,10-11=1746/1718, 11-12=-1523/1498,12.13=1270/1223,13-14-1039/1011,14-15=-803/780, 15-16=-538/545,16.17-330/318 BOT CHORD 1-34=-3433/3460,33-34=3114/3105,32-33=2894/2905,31-32=2714/2705, 30-31=-2514/2505,29-30=2314/2305,28-29=2114/2105,27-28=1914/1905, nf.D PR Opt 26-27=-1714/1705,24-26-1514/1505,23-24-1315/1306,22-23=-1115/1106, .`�(,`` tSk1 21-22=-915/906,20-21=-715/706,19-20=-520/510,18-19-321/311 \Cj lNGINEF /0 WEBS 15-20=-311/296,2-34=357/3134 �� v '7 -/9 NOTES- Q 870 PE 1)Wind.ASCE 7-16,Vutt=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp 8;Enclosed; / MWFRS(envelope)gable end zone and C-C Comer(3E)0-0-0 to 3-0-0,Exlerior(2N)3-0-0 to 19-5-1,Comer(3E)19-5-1 to 22-6-2 zone:cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown Lumber DOL=1 60 plate grip DOL=1.60 ' ' I ^N /v 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face).see Standard Industry 1 4 OREGON f2� 4, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. Q 3)TCLL ASCE 7-16 Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15).Is=1.0;Rough Cal B;Partially Exp;Ce=1.0,Cs-1 00 Ct-1 10 �0 F'N8ER '�1' 4)Unbalanced snow loads have been considered for this design. 0 Q P 5)Provide adequate drainage to prevent water ponding A HET` 6)All plates are 1 5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc EXPIRES:06/30/2023 9)This Truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. December 10,2021 isn•ini.n0 on cane 2 O WARNING-Verify design parameters aid READ NOTES CN THi:AN:INCI.r QED MITEK REFERENCE PAGE MA 7471,en 3)19/2020 BEFORE USE • Design veld for use only with MtTerS connectors.This design is based only upon parameters Shown,and 6 for an individual building component,eel a bass System Adore use the building designer must verify the applicability of design parameters and properly incorporate this design into the 4veral budding design Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing till is always required for stability and to prevent coaapse with possible personal inryry and properly damage For general guidance regarding the fabrication.storage deWery erection and bracing of busses and truss systems.see AnSVTPIT 4uallty Crrrerfa,DSB49 and SCSI Building Component 250 Flog Cede Safety lnformaUon available from Truss Plate hrstitute 2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona,CA 92660 Job -Truss Truss Type 'Dty 'Ply POLYGON T MORR MH 2S TRIPLEX(Al K1 i.ie1460� 25118 A20 CALIFORNIA SUPPORTED 1 1 Co., Job Reference loptronal Pacific Lumber&Truss Lake Oswego.OR-97035 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 1049 45 2C21 Page 2 ID-eM2ylOJm5vewge2uSY7_myz30cF-CZvwWYNgY.INObrzd 8?PAvPzEehs5bHtcveZxyA1TK NOTES- 10)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi;'fit between the bottom chord and any other members 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18, 19,21.22,23,24,26,27.28 29,30,31,32,33 except()l=Ib)20=300,34=345,1=1993. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI I 13)This truss has been designed for a total drag load of 150 pit.Lumber DOL=(t.33)Plate grip DOL=(1 33) Conned truss to resist drag loads along bottom chord from 0-0-0 to 22-7-14 for 150.0 pif. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the lop andlor bottom chord A iwo?-r•G Venly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev 59192020 BEFORE USE Design valet for use only with WOAD connectors.This design a based only upon parameters shown and a for an individual bu;ldirag component riot a buss system Before use the buildup designer must verify the applicab8ay of design parameters and properly incorporate m6 design into the overall buildup design Bracing utdreated fs Io prevent bucking of ndrvidual buss web andror chord members only.Additional leerpoary and permanent baring MiTek• a always required for sta0aay and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication storage delivery erection and braang of uusses and truss systems.see ANSLTPll Qualify Cilleris,DS849 and SCSI Betiding Component 250 Klug Circle Safety information available from Truss Plate Insbtuie,2670 Cton Highway,Suite 203 Waldorf.MD 20801 Corona.CA 92880 'Job Truss Tress Type City Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814603 25118 A21 COMMON SUPPORTED GAB 2 1 ,Job Reference(optional) a Pacific Lumber&Truss Co. Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10:49:47 2021 Page 1 ID'eM2ylOJm5vewge2uSY7 myz30cF-0yOgxEO44JY5dv_MkPATUb rF2JSKz3ZKwOIdgyPjT1 20-3-8 22.1-0 20-3-8I 1-9am I 4x4= Scale=1:65.0 6.00 pi Sae* 17 1$ 16 3x4�13 1415 ,�� 1112 111iiiiI1i1111tt..: •iillIll 1 f one,0'6'0?KKK±RYW•IIIMYIINEVIe--YYI�11Y-•rI .'KMVIOyMIIMI EONS 8x8= 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 22-1-0 I I 22-1-0 Plate Offsets jX,Y)-- j1:0-1-3,EdQe1,127:0-3-0,0-3-01 ___ 1 LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in (loc) Well Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TO 0.49 Vert(LL) n/a - n/a 999 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.41 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress Inc( NO WB 0.32 Horz(CT) -0.05 19 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-S Weight:202 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Bir TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, SOT CHORD 2x4 DF No.1&Btr except end verticals WEBS 2x4 DF No.1&Btr'Except' BOT CHORD Rigid ceiling directly applied or 3-8-9 oc bracing. 18-20:2x4 DF Stud/Std WEBS 1 Row at mldpt 18-19,17-20,16-21,15-22,14-23,18-20 OTHERS 2x4 DF StudfStd'Except' 17-20 2x4 DF No 188tr WEDGE Left:2x6 DF 1800F 2.1E REACTIONS. All bearings 22-1-0 (lb)- Max Hors 1=313(LC 45) Max Uplift All uplift 100 lb or less at joint(s)21,22,23,24,25,26,27,28,29 30.31,32,33 except 19-700(LC 50),20=-464(LC 39),34=-457(LC 48), 1=-2030(LC 43) Max Gray All reactions 250 lb or less at joint(s)21,22,23.24.25.26,27,28, 29 30,31,32,33 except 19=692(LC 43),20=553(LC 46),34-455(LC 43). 1=2178(LC 42) FORCES. (Ib)-Max,Comp./Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4204/3994,2-3-3644/3470,3-4=-3410/3252,4-5=-3163/3022,5-6=-2913/2789, 6-7-266412556,7-8-2413/2322,8-9-2148/2075,9-10-1912/1855,10-11=-1648/1607 11-13=-1418/1395 13-14=1184/1162,14-15=-953/929,15-16=-726/701 16-17=-490/471 iiiED PR°Fe 17-18=-279/275 18-19-6921720 '' ' u_o BOT CHORD 1-34=-3278/3292,33-34=-3059/3048,32-33=-2859/2848,31 32=-2659/2648, j NG I NEF ," 30-31=-2459/2448 29-30-2259/2248,28-29-2059/2048,27-28-185911848, iVw 9 'y9 26.27=-1647/1635,25-26=-1459/1448,24-25=1259/1248,23-24-1059/1048, 22-23=-859/848,21-22=659/648,20-21=-459/448,19-20-349/340 87 PE ' WEBS 17-20=-311/275,2-34=-454/486,18-20=-6885/669 NOTES- 1)Wind ASCE 7-16,Vun=120mph 3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psk h=25R;Cat.11,Exp B,Enclosed q N� ,CV 'V MWFRS(envelope)gable end zone and C-C Comer(3E)0-0-0 to 2-11-8,Exterior(2N)2 11-8 to 20-3-8,Comer(3E)20-3-8 to ?if A),OREGON ti9 4 21 11-4 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for Q reactions shown;Lumber DOL=1 6-0 plate grip DOL=1.60 lb 4‘41$ER 11 t P�2)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 ANStITP1 1 1S A. HEP� 3)TCLL ASCE 7-16.Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15);Is=1.0,Rough Cat B;Partially Exp.;Ce=1 0.Cs=1 00;Ct=1.10 c/ 4)Unbalanced snow loads have been considered for this design. EXPIRES:Ov/3vnH� 1L023 5)All plates are 1 5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. December 10,2021 1 Gacic studs slaaeI 841-4-0 Qs. A WARNING Verity designparametersmitREADNC:TESONTN5AND.NCIuJEOMTEKREFERENCEPAGEMI17473ies 5/1h')020BF=0 Dew valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual battling nernponenl not a truss system-Before use.the bolding designer must verify the applicability of design parameters and properly runporale dm design into the averal hurtling design.Bracing Indiculed is to prevent budding of nlnnlual buns web andim chord members only.Aduetioeal temporary and permanent bracing MiTek' is always required(or slabitay and to prevent collapse with possible personal niury and properly damage. For general guidance regarding the fabripoon,storage.delivery,erection and bracing of trusses and truss syslents,see ANSittPIf Qualify Criteria,05a-89 and BCSI Building Component 250 Slog Circle Safety lnfonref/on available horn Truss Plate inshtule 2670 Clain Highway Suite 203 Waldorf MD 20801 Corona,CA 92880 Job Truss Truss Type Oly Ply POLYGON-T MORR MN 2S TRIPLEX(A) K10814603 25118 A21 COMMON SUPPORTED GAB 2 1 • 1Job Reference,dplional)_ _ Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 910:49:48 2021 Page 2 ID:eM2yIQJm5vewge2uSY7 myz3OcF-c6a29aPlydgyF2ZYl7hiOpX09RIh3PJjZa81AGylyTH NOTES+ 8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Td between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,22,23,24,25,26,27,28,29,30,31,32,33 except (jt=lb)19=700,20=464,34=457,1=2030. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)This truss has been designed for a total drag load of 150 pH.Lumber DOL=(1.33)Plate grip OOL=(1 33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 22-1-0 for 150.0 pH. AWARNINS ':eerydesg palerrelersandREADNOTESONTHISANDINCLUDEDMITECREFERENCERAGEMII-7473rev5719,2020BEFORELS_ - Design valid for use only with MiTel5 connectors.This design is based only upon paramelers shown,and is for an individual building component nor a truss system aelore use me bulldog designer mull verily the appinabi dy of design parameters and properly incorporate this design into the overall building design gracing indicated!s to prevent buckling of individual truss web ardor chord members only.Additional temporary and permanent bracing MiTek B always required for stability and to prevent rolapse with possible personal i-lury and properly damage Fcr general guidance regarding the labricabon.storage deevery erection and bracing of trusses and buss systems,see ANSVTPI f Duality CrHrlrla,D50-89 and 8CS18ullding Component 250 Mug Cede Safety Information evadable from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldon MD 20601 Corona CA 92660 Job Truss Truss Type Oty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814604 25118 A22 COMMON 7 1 ' Job Reference(optional) a Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 910:49:48 2021 Page 1 ID:eM2yIOJm5vewge2uSY7 myz3OcF-c8a29aPjrdgyF2ZY17hi0pXviReo3lhjZa8IAGyA4TH 6-106 13-7-0 20-3-8 22-1-0 27-0-0 31-8.8 6-10-6 1 68$ I 6-8-6 E 1.sw3 I 4.11.0 ) 6-8-8 ) 4x8 11 Scale:3/16'■1' 6.00 I12 3x4 11 5 6 'e 18 l ikt 3x6 3x4- 4 3 .. id a 17 t 10 9 14 8 15 16 7 3x4= 3x4= 4x4= 3x8= 3x6= 8-2_10 { 16-3-3 22-10 24.3-13 _ 32-4-6 8-2-10 8-0-13 5-9-131 2-2-13 + 8.0.10 Plate Offsets(X,Y)— 11:0-0-40-0-8: LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.96 Vert(LL) -0 12 8 10 >999 240 M720 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.47 Vert(CT) -0 19 8-10 >999 180 TCDL 7.0 Rep Stress Inc( YES W8 0.74 Horz(CT) 0.02 7 n/a rile BCLL 0.0 • Code IBC2018/TP12014 Matrix-MS Weight 132 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. VVEBS 2x4 OF Stud/Std'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 5-8,5-7.2x4 DF No.1&Btr WEBS 1 Row at midpt 5-7.6-7 WEDGE Left 2x4 SP No.3 REACTIONS. {size) 7=Mechanical,1=Mechanical Max Horz 1=310(LC 13) Max Uplift 7=-136(LC 14),1=-80(LC 14) Max Gray 7=1028(LC 3),1=983(LC 3) FORCES. (lb)-Max.Comp./Max.Ten. All forces 250(b)or less except when shown. TOP CHORD 1-2-1586/168,2-3=-1463/210,3-5-703/193 BOT CHORD 1-10=-343/1371,8-10=234/791 WEBS 2-1 0=-38 711 8 7,3-10=97/770 3-8=729/242,5-8=159/1038,5-7=980/308 NOTES- 1)Wind:ASCE 7-16 Vutt=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf;BCDL=6.0psf;h=25ft:Cat,II:Exp B Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)0-0-0 10 3-0-0,Interior(1)3-0-0 to 20-3-8,Exterior(2E)20-3-8 to 21-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and faces&MWFRS for reactions �D shown;Lumber OOL=1.60 plate grip DOL=1 60 n0` P t- 2)TCLL ASCE 7-16:Pf=25.0 psi(Lum DOL=1.15 Plate DOL=1 15) Is=1.0;Rough Cat B;Partially Exp:Ce=1 0.Cs=1 00;Ct=1 10 .` �1 F`tSs 3)Unbalanced snow loads have been considered for this design ��j [��NG NEFn �Q 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. l y 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide K� 9� will fit between the bottom chord and any other members,with BCDL=10.0psf. 022P 6)Refer to girder(s)for truss to truss connections 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100'b uplift at joint(s)1 except(jt=lb) 7=136. 8)This truss is designed in accordance with the 2018 International BuildingCode section 2306.1 and referenced standard ANSI/TPI 1 N y 04),OREGON n9 �ti 9 AMBER � w �� env A. HE k EXPIRES:06/30/2023 December 10,2021 A WARNING Vents design parameters and READ NOTES ON THIS AND INCI UOED MITEK REFERENCE PAGE MIt 7173 rev S192020 BEFORE USE 14111 Design valid for use only with MiTeke connectors This design is based only upon parameters shown,and is for an individual building component not a truss system Before use the budding designer must verity the applicability al design parameters and properly dcorporate this design inin the overall building design Bracing indicated a to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bradrrg MiTek a always required for stability and to prevent collapse with possible perso•al Injury and property damage For general guidance regarding the fabncano- storage dehoery erection and tracing of trusses and buss systems.see ANSI?7.11 qualify Criteria,OS1329 and BCSI Building Component 259 KIuO C.de Safety Information available from Truss Plate Institute 2670 Crain Highway.Suite 203 Waldorf MD 20601 Corona CA 92580 Job Truss ;Truss Type ;O1y Ply POLYGON-T MORR MN 26 TRIPLEX(A) K108141305 2571E . F01 r Caldpmia Ginter. — ;1 3 Job Reference;nplional Pacific Lumber 8 Truss Co_Beaverton,OR 97005,Mxek 8430 s Aug 16 2021 MI6;Industries,Inc Thu Dec 9 16'59-25 2021 Pays 1 ID:eM2yIQJm5vewge2uSY7_myz30c F-YhdrHKWAVuEgF140gDXXPakH5UsJeallnYsJ11 yAGG - 2.012 2.,4 5�44-7 1 8-10-6 1 42.5 } 11.8.0 I 14-6-33 + 17,2.10 I 19.11.2 { 22.7.9 I 2S•14 2s/S.1227.24 2.0.12 d44 S 2-7-! 24-15 2.115 2.5.11 2.10.3 2-8-7 2487 2487 2.6-0 94-S 1.8.12 Scale•1.471 6.00 /2 4x4 3a8- 1.544 I � g4a12- 548= 3x12 = 33x6= 3s6= ex8 2 8 3 4 31 iS a 5 ?aq LGS 7 8 C l 38 *1 10igh4 1 4 r? 1 �#ISw.,_ Wien �.Af♦a ii \ 72 IM ;+ �� �. ou - 22 21 20 19 17 16 15 14 13 42 43 44 45 46 47 48 18 49 50 51 S2 53 54 55 56 57 56 3x6= 6x8 344 II 502 12x14 8x12 M18SHS 4x12 3x12 3x12 3x6 6x6 3x6 2-0-12 4-6-7 6 10-6 9-2-5 1111.0 14-6-3 17.2.10 19-11-2 227 a 25-5-12 27.28 _ 2-0-12 2.5.11 i 2-3-15 2.3-15 } 2-5-11 - 2-10-3 2-8-7 2-8-7 2-8-? 2-10-3 I 1-8 12 Plate Offsets(X,Y)- [1 0-6-0.0-0-9J,[6 0-3-8,0-2-01 [7-0-2-8 0-3-0],[8 0-3-8,0-1 81,113 0-3-0,0-4-8].[15:0-3-8 0-1-81,[16 0-3-8 0-1-8].(17•0-3-8,0-2-0],[18:0-6-0,0-5-41, (20 0-3-8,0-2-81,:22:0-3.0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip IDOL 1 15 TC 076 Vert(LL) -0.24 14-15 =774 240 MT20 2201195 (Roof Snovv 25.0} Lumber DOL 1 15 BC 094 Vert(CT) -0.35 14-15 =545 180 M 18SHS 220/195 TCDL 70 Rep Stress Ina- NO WB 084 Horz(CT) 002 12 ilia n/a BCLL 0.0 • Code IBC2018ITP12014 1 Matrix-MS Weight 398 lb FT 20`» BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.18Blr'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins except 2 7-2x4 DF 2400F 2 OE 2-0-0 oc pullins(5-7-3 max 1 2-11 BOT CHORD 2x6 DF 1800F 2 1 E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 2x4 OF Stud/Std'Except' 3-20,5-20,6-17.7-16.10-13 8-15,9-14 2x4 DF No 18Btr REACTIONS. (size) 1=0-8-0.12=0-4-0.18=0-7-0 Max Horz 1=17(LC 68) Max Uplift 12-1165(LC 11),18-1858(LC 10) Max Grav 1=3081(LC 36).12=5094(LC 36),18=14106(LC 35) FORCES. (lb)-Max Comp/Max Ten All forces 250;lb}or less except when shown TOP CHORD 1-2-6984/0 2-3=-6244.0,3-4--617310,4-5-617310 5-6-3069116500 6-7=-25/3650 7.8=-8442/2820 8-9=15823/5103,9-10=-16640/4875 10-11=-864412030, 11-12=-969812262 BOT CHORD 1-22=016239 21-22=0/9297 20-21=0/9297 19-20=-4429/2363.18-19=-4429/2363 17 18=-15733/2905 16-17=3016/0 15-16=2802/8442 14-15=509115823. 13-14=-4866/16640 12-13=-20118640 WEBS 2-22=013117 11-13=952/4402,6-18=-477311134 3-21-1312066 4-20 -3521111 5-19=01763 3-22=-334210,3-20=36301675 5-20=1203/11060,5-18-129341778 7-17=-4020/1036 8-16=27561899,9-15=-650/59 10-14=78212133,6-1 7=-301 311 2 728, QQco PRQp c- 7.16=-2825/12065 10-13=8387'2996,8-15-2413/7787 9-14�1890 •\•-" css • NGINEt %p NOTES- �(. 9 * 1)3-ply truss to be connected together with 10d(0.131"x3")na-s as follows �/ '� Top chords connected as follows 2x4-1 row al 0-7-0 oc. 87 22P Bottom chords connected as follows 2x6-3 rows staggered at 0-5-0 oc Webs connected as follows 2x4 1 row at 0-9-0 oc,Except member 18 6 2x4 1 row at 0-7-0 oc 2)All loads are considered equal y applied to all plies,except if noted as front,IFi or back(B)face in the LOAD CASE(S)section P y to ply connections have been provided to distribute only loads noted as{F)or(B),unless otherwise ndicated N cV 3)Wind:ASCE 7-16;Vult=120mph 1,3-second gust)Vasd-95mph,TCDL=4 2psf,BCDL=6 opsf h=25ft Cat I Exp B.Enclosed. % (<A OREGON 0 �N, MWFRS(envelope)gable end zone;cantilever lett and right exposed end vertical left and nght exposed Lumber DOL=1 60 plate Q grip DOL=1.60 'AO AMBER .\1 a 4)TCLL:ASCE 7-16,Pf=25.0 psf lion DOL=1 15 Plate DOL=1 15}.Is=1 0 Rough Cat B Partially Exp Ce=1 0:Cs=1 00 Ct=1 10 Q aQ" 5)Unbalanced snow loads have been considered for this des gn ' A He 6)Provide adequate drainage to prevent water ponding 7)All plates are MT20 plates unless otherwise indicated 8)Th s truss has been designed for a 100 psf bottom chord tive load nonconcurrent with any other live k-ads EXPIRES: 06/30/2023 9)'This truss has been designed for a.ve load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide December 10,2021 w':fit between the bottom chord and any other members r A'wAR,,,N. 'venly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ma 7473 rev 9192020 fIFEORF t.SE 14111 Design valid for use only we MiTeke connectors This design Is based only upon paramelers shown,and is for an individual building component net a truss system Before use the budding designer must verify the applicability of design parameters and properly incorporate th5 design into me overall building design &acing indicated is to prevent buckling of ndrvbual truss web and/or chord members only.AddRional temporary and permanent bracing MiTek is akvayn moulted lot stalxNy and to prevent oonapse wish possible personal injury and property damage For general guidance regarding the rabncason storage delivery elec ion and braong of Pusses and muss systems see ANSUrP1I Quelily Crihd4,00848 end SCSI Building Component 250 Xiug Cecile Safelylnformemon avadable from Truss Pure lnstdule 2870 Clain Highway Suite 203 Waldorf MD 20801 Corona,CA 92880 Truss Truss Type ply Ply POLYGON-I MORR MH 2S TRIPLEX(A) K10844605 25118 'F01 California Girder 1 3 Job Reference(optional) e Pacific Lumber&Truss C. Beaverton,OR 97005,Mitek 8 430 a Aug 16 2021 MiTek Industries,Inc Thu Dec 9 16 59:25 2021 Page 2 0 eM2y10Jm5vewge2uSY7_myz30cF-YhdrH KWAVuEgF140gDXXPakH5U sJeailnYsJ I1 yACIG NOTES. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1165 lb uplift at joint 12 and 1858 lb uplift at joint 18. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)155 lb down and 107 lb up at 2-5-10,106 lb down and 48 lb up at 4-0-12,203 lb down and 80 lb up at 6-0-12,279 lb down and 116 lb up at 8-0-12.149 lb down and 93 lb up at 10-0-12,124 lb down and 93 lb up at 12-0-12,124 lb down and 93 lb up at 13-9-4 124 lb down and 93 lb up at 15-5-12,149 lb down and 93 lb up at 17-5-12,279 lb down and 116 lb up at 19-5-12,203 lb down and 80 lb up al 21-5-12,and 106 lb down and 48 lb up at 23-5-12,and 155 lb down and 107 lb up at 25-0-14 on top chord,and 15 lb down at 2-0.12,1934,b down and 54 lb up at 2-7-4, 15 lb down at 4-0-12 1934 lb down and 54 lb up at 4-7-4,16 lb down at 6-0-12,1934 lb down and 54 lb up at 6-7-4 15 lb down al 8-0-12,1934 lb down and 54 lb up at 8-7-4,15 lb down at 10-0-12,1934 lb down and 54 lb up at 10-7-4,15 lb down at 12-0-12,778 lb down and 77 lb up at 12.8 12.15 lb down at 13-9-4,778 lb down and 77 lb up at 14-8-12.15 lb down at 15-5-12,778 lb down and 77 lb up at 16-8-12 15 lb down at 17-5-12,778 lb down and 77 lb up at 18-8-12,15 lb down at 19-5-12 778 lb down and 77 lb up at 20-8-12,1822 lb down and 1335 lb up at 21-3-4 16 b down at 21-5-12,1840 b down and 154 lb up at 23-3-4,15 lb down at 23-5-12 and 1840 lb down and 154 lb up at 25-3-4,and 15 lb down at 25-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others LOAD CASE(S) Standard 1 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1 15 Uniform Loads(ptf) Vert 1-2=-64,2-11-64,11-12=64,1-25=-20 Concentrated Loads(lb) Vert 22=12(F)13=1711(F=-12,B=1698)21-1784(B)20=-1784(B)17=751(B)16=-4(F)8=-79 28=56 29=-51 30=133 32=-209 33=79 34=-54 35=54 38--54 37=-209 39=-133 40=-51 41=-56 42=-1784(B)43=-6(F)44=16(F)45=4(F)46=-1784(B)47=-4(F)48=-1784(8)49=-4(F)50=-751(B)51=-4(F)52=-4(F)53-751(B) 54=751(B)55=4(F)56=751(B)57-886(F=-16.B=870)58=-1704(F=-6,B=-1698) A WARNINC Verily design pararnalun and READ NOTES ON THIS ANC.!NCLUOEO MITEK REFERENCE PAGE MII 7473 ra. 5r152020 BEFORE USE Design vard for use only with M lek®connectors This design is based only upon parameters shown,and is for an individual building component,not a truss system Before use the building designer must verify the appscabdity of design parameters and property incorporate this design into the overall bueding design Bracing indicated is to prevent budding of individual truss web anwor chord members only Additional temporary and permanent bracing MiTek •always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the ra nrigecn.storage delivery.erection and bracing of trusses and truss systems see ANSI/Mil quality Criteria,DSB49 and BCSI Building Component 250 Krug Cede Safety information avarable from Truss Plate Institute 2570 Crain Highway Sute 203 Waldorf.MO 20601 Corona CA 92880 Job Truss Truss Type Oty IPIy 1 POLYGON-T MORR MI-I 25 TRIPLEX(Al K10814606 [25118 J01 MONO TRUSS 14 , 1 _ Job Reference,optional; Pacific Lumber&Truss Co. Lake Oswego.OR-97035. 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 910:49.54 2021 Page 1 ID eM2ylOJm5vewge2uSY7,myz30cF-RIxKPdUUOTO6zz1i1No6G4n7tso1TBkbxVbdNwyAjTB I •1-6-0 - - 2-5-8 -- — - I 1-6-0 2-5-8 15x4Scale 1'-1 43...g_iiii 11 6001201:, 11 4 2 r 10 M • e 44ii f i ' =, / Si1= 1.664 I'6 2.5-8 25-8 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (bc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip COL 1 15 TC 0 15 Ver1(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.03 Vert(CT) -0.00 9 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 • Code l8C2018/TP12014 Matrix-MP Weight:11 lb FT=20n/- BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structura wood sheathing directly applied or 2-5-8 oc purlins, BOT CHORD 2x4 DF No.1&Blr except end verticals WEBS 2x4 DF Slud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 2=0-5-8.6=Mechanicat Max Herz 2=49(LC 13) Max Uplift 2=-45(LC 14),6=-8(LC 14) Max Gray 2=325(LC 21),6=113(LC 21) FORCES I;Ib)-Max.Comp.Max.Ten.-All forces 250 b;or less except when shown. NOTES- 1)Wind:ASCE 7-16;VuIt=120mph(3-second gust}Vasd=95mph,TCDL=4 2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B Enclosed. MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1I 1-6-0 to 2-5-8 zone cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;P1=25 0 psi f Lum DOL=1.15 Plate DOL=1 15):Is=1.0:Rough Cat B:Partia y Exp.,Ce=1.0;Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this des gn. 4)This truss has been designed for greater of min roof ve load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord I ve load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-G-0 wide D will fit between the bottom chord and any other members. _co PIRQF[-o 7)Refer to girder(s)for truss to Truss connections. [-t_) 51 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 6 -Gj NGI NE /Q 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANS/TPI 1 �� 9 2 9 e 8722PE r doevA _____// N ,cv y 04j,OREGON r10 kr c�S A HER'0,P EXPIRES:06/30/2023 December 10,2021 O WARNING Venisign paramet ers ters and READ NCTE.,_N THi FORE LSE _d_ Design valid for use cny with MTek®connectors This designs based only upon parameters shown,and a for an indmdual building component,not a truss system.Before use the buAding designer must verily the appkcablrty el design parameters and property ncwporate Ns design No the overall budding design. Bracing indicated is to prevent buckling of indmdual truss web and/or chord members only Addauonal temporary and permanent bracing MiTek is always required for Stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication storage.delivery erection and bracing of trusses and buss systems.see ANSVrP11 Quality CritMt,DSB-SO and aCSi Building Component 250 Klug Circle Safety information available from Truss Plate Institute 2670 Crain Hghway,Suite 201 waldorl.MD 20601 Corona.CA 92660 Job Truss Truss Type Qty Ply POLYGON-T.MORR MN 2S TRIPLEX(A) K10814607 25118 J02 Jack-Open Girder 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego.OR•97035- 8.430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 910:49:55 2021 Page 1 ID:eM2ylOJm5vewge2uSY7_myz30cF-vWidzV6BnYza7cuC5JLpHKIFG7hCe_IA9KAvMyA TA .1-6.0 1-10.15 1-8-0 ( 1-1015 NAILED Scale•1 10 6 a 6.0g u M s 4 1 � f+WLlp Sea= 4-0-0 44H0 LOADING (psi) SPACING- 2-0-0 CST. DEFL. in (Ix) I1defl Lid PLATES GRIP TCLL 25 0 Plate Grip DOL 1 15 IC 0 17 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 Roof Snow 25.0) Lumber DOL 1 15 BC 0 07 Vert(CT) -0.01 4-7 >999 180 TCDL 7 0 Rep Stress Incr NO VVB 0 00 Horz(CT) 0.00 3 nia n!a BCLL 0.0 • Code IBC2018fTP12014 Matrix-MP Weight.11 lb FT=20% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc puffins. BOT CHORD 2x4 DF No 1&Btr BOT CHORD Rigid telling d.rectly applied or 10-0-0 oc bracing REACTIONS. (size) 3=Mechanical,2=0-5-8 4=Mechanical Max Horz 2=50(LC 10) Max Uplift 3--7(LC 10),2--38(LC 10) Max Gray 3=68(LC 18),2=317(LC 17).4=58(LC 5) FORCES. (lb) Max Camp/Max Ten -All forces 250(Ib)or less except when shown NOTES- 1)Wnd ASCE 7.16;Vutt=120mph(3-second gust)Vasd=95mph TCDL=4.2psf;BCDL-6.Opsf;h=25ft;Cat.II;Exp B;Enclosed MWFRS(envelope)gable end zone,cantilever left and right exposed end vertical left and right exposed.Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16 Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15),Is-10 Rough Cat B;Partially Exp,Ce=1.0;Cs=1 00,Ct=1 10 3)Unbalanced snow toads have been considered for this design 4)This truss has been designed for greater of min roof bye load of 18 0 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20.Opsf 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. 7)Refer to girders i for truss to truss conned ons. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)3,2 acp PROP 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1 4�r ' '010 10)"NAILED'indicates 3-10d Nails(0.148"x 3') toe-nails per NOS guide Ines. `'J G`G NE O 11)In the LOAD CASE(S)section,loads applied to the face of the Truss are noted as front(F)or back(B). �C9` �� `9 LOAD CASE(S) Standard 87022PE 1 Dead+Snow(balanced):Lumber Increase=1 15 Plate ncrease 1 15 Uniform Loads(plf) Vert:1-3=-64,4-5=-20 Cld Concentrated Loads(Ib) q N� Vert 3-21(F)8=1(F) 00),OREGON 19 4, �Ori, 8ER '\ ' ' HEa EXPIRES'06/30/2023 December 10,2021 A WARNINC Verify desgn parameters and READ NOTES ON THI9 AND NCI JDEC V TEk REFERENCE PAGE Mk 7471 rev'9719?-&C EEronE_bE Design valid for use only with MWTek&connectors.This design is based only upon parameters shown.and es for an individual building component not a truss system.Before use,the bulking designer must verify the apple®briny of design parameters and popery ncorpoeale this design into the overall bolding design Bracing Indicated Is to prevent bucking of individual truss web andlol chord members only.Additional temporary and permanent bracing M iTe k is always required for stability and to prevent weapse with possible personal Injury and properly damage For general guidance regarding the fabrication.storage delivery erection and bracing of trusses and truss systems.see ANSLTPI I Qualify Criteria,058-SC and BCSI Bulldlnq Component 250 Kiug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona CA 92550 Job Truss Truss Type Oty 'Ply POLYGON-T MORR MH 2S TRIPLEX IAI K10614608 25118 J03 Jack-Open 14 1 Job Reference(optional; Pacific Lumber 8 Truss Co Lake Oswego,OR 97035 8.430 s Aug 16 2021 MiTek Induslnes Inc Thu Dec 9 10 49.56 2021 Page 1 ID.eM2yIQJmSvewge2uSY7 myz3OcF-Nh34gJVky4gpCHA4mogaLVsTzgTKx5DuOp4jSoyAiT9 1-6-0 3-10-15 • 1-6-0 3-10-15 Scale=1 15 5 3 7 8.001 t2- rj a �1 2 1 ►�/ 3101 4-0O 4-5-0 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 17 Vert(LL) -0 01 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0 10 Vert(CT) 0 02 4-7 >999 180 TCDL 7 0 Rep Stress Incr YES WB 0 00 Horz(CT) 0 00 2 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MP Weight:14 lb FT=20 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purists BOT CHORD 2x4 DF No.1&BIr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ;size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2-80(LC 14) Max Uplift 3=-41(LC 14),2=-40(LC 14) Max Gras 3=154(LC 21),2=419(LC 21),4=68(LC 5) FORCES. (lb)-Max Comp.Max.Ten.-All forces 250(tb)or less except when shown. NOTES- 1)Wind ASCE 7 16 Vutt=120mph(3-second gust)Vasd=95rnph TCDL=4.2psf;BCDL=6.0psf,h=25f1,Cat II.Exp B.Enclosed MWFRS(envelope)gable end zone and C-C Exlenor(2E)-1-6-0 to 1-6-0,Interior(1 I 1-6-0 to 3-10-3 zone,cantilever left and right exposed end vertical left and nghl exposed.C-C for members and forces&MWFRS for reactions shown,Lumber DOL-1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16,Pf=25.0 psf I,Lum IDOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.,Ce=1 0 Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min root live load of 18.0 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other ve loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)•This truss has been des-fined for a live bad of 20 Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Ili between the bottom chord and any other members. n t� 7)Refer to girder(s)for truss to Truss connections. uG V P f1 QFt 8)Provide mechanics connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)3,2 ` is 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 �c\c,� LNG I NEF9 sips �- 87022PE • • 9 4�,OREGON f OWN A, Hesil, EXPIRES:G6/30/2023 December 10,2021 p'NAAMN:: ':eery dosgn parameters and READ NOTES ON THIS AND iNCLLIOEDMITE.RErERENCE PAGE Mg NO,rev b/2020AAFFORF USF Design valid ler use only with MrTelr®connectors This design is based only upon parameters shown and is for an individual budding component.not a truss system.Before use the buldrrg designer roust verify the applicability of desgn parameters and property incorporate Ms design into the overa'i building design &aorg indicated isic prevent buckling of w durdual truss web andror chord members only Addrhonat temporary and permanent bra!:rg MTek iS always required for stability and to prevent collapse wIh possrbde personal injury and property damage Far general guidance regarding the fabri lwa storage delivery erection and bracing of trusses and truss systems see ANSI/rPIt Orr0111y CrMarla,OSB49 and SCSI Bullding Component 250 Klug Code Safety Info,m.bon available from Truss Plate Insbtule 2e70 Craft Hgnway Suite 203 Waldorf.MD 20601 Corona CA 92650 Job Truss Truss Type r0ty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814609 25118 J04 MONO TRUSS 1 1 ,Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10.49:56 2025 Page 1 ID eM2y10Jm5vewge2uSY7_myz30cF-Nh34gJVky4gpCHA4mogaLVsTLgUUx5DuOp4jSoyAIT9 -1-6-0 2-11-8 1-6-0 2-11.8 Scala•I I'2 3 4 1.5cc II 5-00 1V 10 11111111111111111111111111111111111111111111111111111111. z ■ ,,0M arrt= I.Stq I I 2-11-8 2-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell LJd PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.15 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.03 Vert(CT) -0.00 6-9 >999 180 TCDL 7.0 Rep Stress'nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-MP Weight 12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 2-11.8 oc purtins BOT CHORD 2x4 DF No l&Btr except end verticals. WEBS 2x4 DF Stud/Sid BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0.5.8,6=Mechanical Max Horz 2=50(LC 13) Max Uplift 2-50(LC 10) 6-12(LC 14) Max Gray 2=342(LC 21) 6=150(LC 21) FORCES. (lb)-Max Comp./Max Ten -All forces 250(lb)or less except when shown NOTES- 1)Wind:ASCE 7-16,Vutt=120mph(3-second gust)Vasd=95mph.TCDL=4 2psf-BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0. nterior(1)1-6-0 to 2-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL:ASCE 7-16.Pf=25 0 psi(Lum DOL=1 15 Plate OOL=1 15) Is=1.0 Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;C1=1.10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live toad of 19.0 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. QEp P R OFF 7)Refer to girder(s)for truss to truss connections. �(` 0: 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. �j� GNG I NE s/o 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 8.7 P • N T�L 4i,OREGON r19 4.7ti c°s A. HEv'I4P EXPIRES:06/30/2023 December 10,2021 Q WARNING Ve ray design parameters and READ NOTE'' N THIS AND INCLUDED MITEK REFERENCE PAGE MO 7473 rev 551192020 BEFORE JSE Design void for use only with MiTeke connectors This design is based only upon parameters shown and is for an indmdual building component,not a buss system Before use the building designer must verify the appicablrrly of design parameters and property incorporate Nis design into One overat budding design Bracing Indicated a to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MITek' r5 always required for state fly and to prevent:=:lapse with possible personal injury and property damage For general guidance regarding the lablrcation storage delivery erection and bracing of trusses and truss system.see ANSI/TP(1 Quelity Criteria,0513-89 and SCSI Building Component 250 Ktug Circle Safety Information avaeable horn Truss Platt institute 2670 Crain Highway.Suite 203 Wadoet MO 2060t corona,CA 92650 Job Truss Truss Type Oty Ply POLYGON-T MORR MH 2S TRIPLEX fAt K10814610 25118 J05 MONO TRUSS 3 1 Job Reference I.iptional Pacific Lumber 8 Truss Co. Lake Oswego OR-97035, 8 430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10 49 57 2021 Page 1 ID eM2yIQJm5vewge2uSY7_myz3ocF-rldS11WMI0oggRIHKWLpuiPbr4m8gYT2dTpH FyAjT8 -1-6-0 5-5-8 1-6-0 5-5-8 Scale=1 17 2 f 5x4 3 4 r SOO rif q 12 11 2 1 •�' S ►�. 3mi_ 5 1 H -58 -• LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.36 Vert(LL) -0.05 6-9 >999 240 MT20 220/195 (Roof Snow 25 0) Lumber DOL 1 15 BC 0.26 Vert(CT) 0.08 6-9 >824 180 TCDL 7 0 Rep Stress Incr YES WB 0.00 Horz(CT) 0 00 2 nla n/a BCLL 0 0 Code IBC20181TP12014 Matrix-MP Weight 20 lb FT= BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins BOT CHORD 2x4 DF No.1&Btr except end verticals WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing REACTIONS. (sizei 2=0-5.8,6=Mechanical Max Horz 2=85(LC 13) Max t.plift 2-52(LC 14),6-34(LC 14) Max Gray 2=441(LC 21),6=326(LC 21) FORCES. (lb)-Max.Comp.iMax.Ten -All forces 250 llb)or less except when shown NOTES- 1)Wind:ASCE 7-16,Vuft=120mph(3-second gust)Vasd=95mph TCDL=4 2psf BCOL=6 Opst h=25ft Cat II,Exp B Enclosed, MWFRS(envelope)gable end zone and C-C Exterlor(2E)-1-6-0 to 1-6-0,Interior(1;1-6.0 to 5-5-8 zone,cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7 16.Pf=25.0 psi(Lum DOL=1 15 Plate DOL=1 15).Is=1.0 Rough Cat B.Partially Exp Ce=1 0 Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered forth s design 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1 00 limes flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'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 CIncJ PRQFF 7)Refer to girder(s)for truss to truss connections. ` S 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jomt(sl 2 6 NG�NE�t: s�Q 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TP 7022P N (c\Aj OREGON rim �ti SMaER �� O A. HER EXPIRES: 06/30/2023 December 10,2021 A veoprzN. .enly dosgn par eme16R and READ NOTES N THI.API' N'!t1"rEr MITEK REFERENCE PAS E 'r :19202i BEFORE''E Design valid for use only wan MiTek®connectors This design is based only upon parameters slow- and is for an indwido al budding component not a Voss system Before use,the building designer must vent)"Ire appYceblity of design parameters and property incorporate thrs design into the overall building design Braarg Indicated is to prevent bucking of individual truss web and/or dtard members only Additional temporary and permanent Diaorig MiTek is always required for stability and to prevent collapse wan possible personal injury and properly damage For general gwdance regarding the Iabrxation storage,delivery erection and bracing of trusses and boss systems see ANSLrpf1 Glued,/Crearia,DSB-10 and BCS1 Building Componanr 250 Klug Curie Safety Information evadable horn Truss Plate Institute.2870 Crain Highway Suite 203 Waldorf MD 20601 Corona.CA 92880 Job Truss Truss Type Oty Ply POLYGON-T MORR MH 2S TRIPLEX(A) 7 K10814611 25118 I J06 Jack-Open Girder 1 1 1Job Reference;cottonall Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8-430 s Aug 16 2021 MITek Industries,Inc Thu Dec 9 10:49:58 2021 Page 1 ID eM2ylQJm5vewge2uSY7_myz30cF-K3BgF?X_UrwXRbKTuDs20wypcT9LP?(Bs7ZgKhyAjT7 -1-6-0 1-10-15 1-6-0 1-10-15 $SAM-111 C J 1 5cc 12 2 d MAILED 3m/ NAKED 4-2-8 4-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 4-7 >999 240 MT20 220l195 (Roof Snovr25.0) Lumber DOL 1 15 BC 0.07 Vert(CT) -0.01 4-7 >999 180 TCDL 7 0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC20181TP12014 Malnx-MP Weight.11lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No I 8BIr TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.18BIr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical 2=0-5-8 4=Mechanical Max Horz 2=41(LC 10) Max Uplift 2=46(LC 6) Max Gray 3=61(LC 17).2=309(LC 17),4=97(LC 18) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown NOTES- 1)Wind:ASCE 7-16.Vutt=120mph(3-second gust)Vasd=95mph,TCOL=4 2psf;BCDL=6.0psf h=25ft;Cat.II,Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1,60 2)TCLL.ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL---1 15) Is=1 0,Rough Cat 8,Partially Exp.,Ce=1.0;Cs-1 00;Ct=l.10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other Be1 loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6)-This truss has been designed for a live load of 20 Opsf 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. 7)Refer to girder(s)for truss to truss connections 8)Refer to girder(s)for truss to truss connections t PRO • 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. �` r`�s 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI ��5 �NGS NE� /0 11)-NAILED"indicates 3-10d Nails 10.148"x 3') toe-nails per NDS guidelines. Q� 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) 870 PE LOAD CASE(S) Standard 1)Dead+Snow(balanced) Lumber Increase=1.15 Plate Increase=l 15 Uniform Loads(pit) N� /v Vert:1-3=64.4-5=-20 •c ,OREGON ria 4/ Concentrated Loads(lb) n Vert:4=-68(B)8=1(B) (1 MBE R 11 OS A. HER�P EXPIRES:06/30/2023 December 10,2021 A WARNING Vainly design parameters and READ NC.TES CN THIS AN)NCLIKtEC MITEK REFERENCE PAGE MIt 7473 rev .19WIU BEFORE ODE Design valid for use only with MITek®connectors.This design rs based only upon parameters shown,and is for an individual building component,not a truss system Before use the budding designer must verity the apphcabilify of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and er chord members only Additional temporary and permanent bracing M iTek is always regiu'ed 1•'stability and to prevent cotapse with possible personal injury and property damage For general guidance regarding the fabrication storage delivery erection and bracing of trusses and truss systems see ANSE?Pff Qualify Criteria,DSB-ae and SCSI BufluHng Component 25a Kiug Circle Safety information avarable horn Truss Plate Institute,2670 Cram Highway Suite 203 Waldorf MD 20601 Corona.CA 92680 Job Truss Truss Type Oly 'Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814612 25118 J07 Jack-Open 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co. Lake Oswego.OR-97035 8 430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10:49 58 2021 Page 1 ID.eM2ylOJm5vewge2uSY7 myz30cF-K3BgF?X UtwXRbKTuDs2QwypZT9mP?jBs7ZgWhyAjT7 -1-6-0 3-10-15 1-6-0 3-10-15 Scale=1 13 2 3 I t ! 50C '. 9 i=_ 2 S 1 4 4-2-8 4-2-8 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.17 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roo(Snow--25.0) Lumber DOL 1 15 BC 0 11 Verl(CT; 0 02 4-7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a nra BCLL 0.0 Code IBC20181TP12014 Matrix-MP Weight 14 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. SOT CHORD 2x4 DF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical 2=0-5-8 4=Mechanical Max Horz 2=67(LC 14) Max Uplift 3-37(LC 14).2=-43(LC 14'; Max Gray 3=150(LC 21).2=410(LC 21;,4=71:LC 5) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250 ilbl or less except when shown NOTES- 1)Wnd:ASCE 7-16,Vull=120mph(3-second gust)Vasd=95mph.TCDL=4.2psf.BCDL=6 Opsf h=25f1 Cat II Exp B.Enclosed MWFRS(envelope)gable end zone and C-C Exterior:2E',-1-6-0 to 1-6-0 Interiors 11 1-6.0 to 3-10-3 zone;cantilever left and right exposed;end vertical left and right exposed C-C for members and forces&MVUFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16:Pf=25 0 psf(Lum DOL=1 15 Plate DOL=1 15) Is=1 0.Rough Cat B.Partially Exp Ce=1 0 Cs=1 00.Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 19 0 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed fora live load of 20 Opsf 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 ^ 7)Refer to girders;for truss to truss connections QE4 PRQFF , 8)Refer to girders;for truss to truss connections • 5;. cS 9)Provide mechan cal connection(by others)of truss to bear ng plate capable of withstand rig 100 lb uplift at joint(s1 3,2 s NGI NEF "O 10)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 11 87 22P N ,N y SAT OREGON q9 (v~ i '1BER >>r �� ��S A. HO; EXPIRES: 06/30/2023 December 10,2021 O WARNING Verify design parrr.whrs erid BEAD NOTES ON TH AM":NC t.riE'MITEK REFERENCE PAGE Mil-7471 re. 5flc.20?O IU/r W I U'a - Design valid for use only with/ATek®Connectors This desig•is based rely upon parameters shown,and a for an individual building component,not a buss system Before use the Wading designer must verify the appli abirty of design parameters and properly incorporate the desyn sic the overall Ica iltling design Bracing tndi ated a to prevent buckling of ndividuai truss web and!:r chord members rs ly Adddlonal temporary and permanent bracing Mel( is always required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regards-the fabrxabon,storage delivery erealon and bracing of Pusses and truss systems,see ANSVTPH OoNlry Critx,M.ose-a9 and aCSi aulkying Coeponanr 250 Wag Cede Salary inrormwlon available from Truss Plate lnrstitute 2670:rain Highway Suite 203 Waldorf MD 20601 Corona,CA 92680 Job 'Truss -Truss Type Oty Ply POLYGON T MORR MH 2S TRIPLEX(A) K10814613 25118 J08 MONO TRUSS 1 1 _ Job Reference/optional; Pacific Lumber&Truss Co. Lake Oswego,OR-97035 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10 49.59 2021 Page 1 ID eM2yIQJm5vewge2uSY7 myz30cF-oGICSLYcF'"2O3MRsOHz7U_GtVv8SzL5n1027yAjT6 4-2-8 1.6-0 4-2-8 Scae-1 '36 3 4 1.5x4 II -- 5oc 12 10 Z 1 6 354 s= 1.5x4 4-2.8 4-2-S LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loci L:defl LidT PLATES GRIP TCLL 25.0 Plate Gnp DOL 1.15 IC 0.17 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.11 Vert(CT) -0.02 6-9 >999 180 CDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 2 ma n/a BCLL 0.0 • Code IBC2016/TPI2014 Matrix-MP Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc puffins. BOT CHORD 2x4 OF No.18Btr except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-5.8,6=Mechanical Max Horz 2=68(LC 13) Max Uplift 2-48(LC 14) 6-24(LC 14) Max Gray 2=409(LC 21),6=239(LC 21) FORCES. (Ib)-Max Comp./Max Ten -All forces 250(Ib)or less except when shown NOTES- 1)Wind ASCE 7-16;Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft:Cat II;Exp B.Enclosed, MWFRS(envelope)gable end zone and C-C Extenor(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 4-2-8 zone;cantilever left and right exposed;end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL.ASCE 7-16-Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15);Is=1 0;Rough Cat B Partially Exp-Ce=1.0;Cs=1 00,Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19 0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) '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. �EVn PR Ore 7)Refer to girder(s)for truss to truss connections �(`` 4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)2.6 \y� �GI N4. s/0 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSITTPI 1 ti 11, B 022PE - y SAT OREGON (191 4ti Ib '�BER ��' �a OS A. HER�P EXPIRES: 06/30/2023 December 10,2021 mit A WARNING Verity design parameters and READ NOTES ON Tr REFERENCE PAGE MI-7473 rev 9^"ulrttg BEFORE USE Design vaSA for use-s-ly with MiTeke connectors This design is based only apron parameters shown and is for an individual building component.not a truss system Before use.the budding designer must verily the applicabiley of design parameters and p-ipedy Corporate this design into the overall bulldog design.Bracing Indicated Is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent btai-ng M iTek e always required for stat.*and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication storage delivery erection and bra Ling of Susses and buss systems,see ANSI/TP/l Quality Crileria,DSB-89 and BLS!Bidding Componwrl 250 Klug Code Sandy Information avadabte from Truss Plate Institute 2670 Crain Highway Surte 203 Waldorf MD 20601 Corona CA 92880 Job Truss Truss Type I Oty rPly J POLYGON-7 MORR MR 2S TRIPLEX(A) K t 0814614 25118 J09 MONO TRUSS 1`II 1 1 Job Reference;4 iional; Pacific Lumber&Truss Co Lake Oswego OR-97035 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10:49.59 2021 Page 1 ID eM2ylOJm5vewge2uSY7_myz30cF-oGICSLYcF72O31vMRx0Hz7U_GtVv8SzL5n1027yAjT6 • -1-6-0 4-2-8 1.8-0 4-2-8 Scale.1 13.8 3 4 1 5.1 SOOi12 10 2� L sst-8 5 •.5x4 I I F 4-2-8 4-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deg Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 115 IC 0 17 Vert(LL) -001 6-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0 11 Vert(CT) -0 02 6-9 >999 180 TCOL 7.0 Rep Stress Ina YES WB 0 00 Horz(CT) 0 00 2 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MP Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 OF Slud'Std BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing REACTIONS. (size) 2=0-5-8 6=Mechanical Max Horz 2=68(LC 13) Max Uplift 2=-48(LC 14),6w_24(LC 14) Max Gray 2=409(LC 21),6=239(LC 21) FORCES. (Ib; Max Comp.:Max Ten -All forces 250(Ib;or less except when shown NOTES- 1)Wind:ASCE 7-16;Vutl=120mph[3-second gust)Vasd=95mph:TCDL=4 2psf,BCDL=6.0psf h=25ft.Cat I Exp B.Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0, nterior(1)1-6-0 to 4-2.8 zone,cantilever left and right exposed end vertical left and nght exposed;C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16,Pf=25.0 psi i Lum DOL=1.15 Plate DOL=1 15) 's=1 0,Rough Cat B.Partially Exp. Ce=1 0 Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1 00 times flat roof load of 250 psf on overhangs non-concurrent with other'lye loads. 5)This truss has been designed for a 10.0 psf bottom chord ye load nonconcurrent with any other live loads 6)-This truss has been designed for a live load of 20.0psf on the bottom chord in ail areas where a rectangle 3-6-0 tat'by 2-0-0 wide 'p P will fit between the bottom chord and any other members c1V O P rT OFcs 7)Refer to girder(si for truss to truss connections 8)Provide mechanical Connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at'omits.)2 6 . NGI NFe s/O 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 9 87022PE a ¢ ry y 04j,OREGON Z9 4," sM$ER �1' O c%.1S A. HEatP EXPIRES:06/30/2023 December 10,2021 141111 O WAANI.N:. ..r' dosrgn potametei_arvf READ NOTES DN THIS ANC INC.._DE=,FIITEK REFERENCE PAGE VI T477 re, r1912020 BEFORE U IE Design valid for use only well MITek®connectors This design it based only upon parameters shown and is for an individual building component.not a truss system.Belore use,the Witlng designer must verily the eppidbdi[y of design parameters and properly incorporate this design into the overall Wilding desgn Bracing indicated 6 to prevent buckling of individual truss web andfor chord members only Add/banal temporary and permanent bracing M iTe k A always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication.storage.dekvery.erection and bracing of trusses and buss systems.see ANSIRp11 Quatlfy Crttana,DS849 and SCSI Building Component 250!Cog Circle Safety Information available from Truss Plate Institute.2670 Crain Highway.Sake 203 Watdod,MD 20601 Carona,CA 82180 Job 'Truss Truss Type Qty Ply POLYGON-I MORR MH 26 TRIPLEX(A) K10814615 2511E J10 MONO 1 RUS S 5 1 Job Reference LuctiOnali Pacific Lumber&Truss Co, Lake Oswego.OR-97035 8.430 s Aug 16 2021 MiTek ndustries,Inc Thu Dec 9 10.50.00 2021 Page 1 ID-eM2yIQJm5vewge2uSY7 myz3OcF-GSJbggYEOJAFhuUnevVVWL190HrRtvDUJR2xbZyNT5 1 6A 2-5-8 1-6-0 2-5-8 Scale=1134 3 4 1 5114 5.00,12 9 , 13M II2 8 ,rI ■ de 11 ■ ■ i ►� 6 7 5 1 5x4 I 1 5x4 2-5-8 2-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Lidefl Lid PLATES GRIP TCLL 25.0 Plate Grip OOL 1 15 TC 0 17 Vert(LL) -0.00 7 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1 15 8C 0 03 Vert(CT) -0.00 7 >999 180 TCDL 7 0 Rep Stress Ina YES VVB 0 00 Horz(CT) -0.00 6 n!a n/a BCLL 0.0 • • Code IBC2018/TP12014 Matnx-MR Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No 188tr TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD 2x4 DE No.18Btr except end verticals WEBS 2x4 OF StudlStd SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-5-8 6=Mechanical Max Horz 7=65(LC 11) Max Uplift 7=53(LC 10) 6=20(LC 11) Max Gray 7=335(LC 21) 6=88(LC 21) FORCES. (Ib)-Max.Camp./Max.Ten -All forces 250(Ib)or less except when shown. TOP CHORD 2-7=304/161 NOTES- 1)Wind ASCE 7-16;Vutt-120mph(3-second gust)Vasd=95mph;TCDL=4 2psT BCDL=6.Opsf,h=25ft;Cat II:Exp B.Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1.6-0.'nterior(1)1-6-0 to 2-5-8 zone,cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16;Pf=25.0 psf;Lum DOL=1 15 Plate DOL=1 15:,Is=1.0,Rough Cat B;Partially Exp.;Ce=1.0,Cs=1 00.Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 19 0 psf or 1 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r1 6)*This truss has been designed for a live load of 20 Opsf on the bottom chord in a areas where a rectangle 3-6-0 tall by 2-0-0 wide EV P fl OF-en will fit between the bottom chord and any other members. �(. 7)Refer to girder(s)for truss to truss connections. Cj� G l NEcnn S� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb up'ift at joints)7.6 ``` `'T �•�. 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1 87022PE N a�r 9 Aj,OREGON ti9SER �N �S A. HE—�P EXPIRES: 06/30/2023 December 10,2021 WARNING Ventr design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFEI<E NCE PA:.E 420 BEFORE 115E Oesgn valid for use oNy with MiTek®connector.This design a based only upon parameters shown and a for an+,drondual brnlding component,not a truss system Before use,the building designer must verify the appticabdty of design parameters and properly incorporate this design into the overall building design Bracing Indicated a to prevent buckling of individual cuss web and,.chord members only Aed ru=nal temporary and permanent bracing M ITek a always required for slabirty and to prevent collapse wth possible personal injury and property damage For general g uidance regarding the tabncatian storage dewery emotion and bracing of busses and truss systems.see ANSLTP11 Quality Crtterla,D58-89 and BCSf Binding Component 250 Krug Clrrie Sanity Information available from TrusS Plate Institute 2870 Cram Highway.Suite 201 Waldorf MD 20601 Corona,CA 92660 Job Truss Truss Type Qty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814616 25118 J11 Jack-Open Girder 6 1 Job Reference 1,uptional' Pacific Lumber 3 Truss Co,, Lake Oswego,OR-97035 87430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10:50.01 2021 Page 1 ID eM2ylOJm5vewge2uSY7_myz30cF-ketztOZtndJ61232ZMOt2YaKkh8fcMTdY5nU70yA1T4 -1-6-0 1-10-15 1-6-0 1.1045 NAILED Scale=1 10 5 3 {� 000i112 2 I 3 4 1 * WALED 344— 2-6-0 2.6-0 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (bc) Udell Lld PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 17 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.03 Vert(CT) -0 00 7 >999 180 TCDL 7.0 Rep Stress Ince NO WB 0.00 Horz(CT) -0 00 2 n!a n/a BCLL 0.0 • Code IBC2018TTPt2014 Matrix-MP Weight:9 lb FT= BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No 18Bir TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins DOT CHORD 2x4 DF No 18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=50(LC 10) Max Uplift 3=-22(LC 10),2=-411LC 101 Max Gray 3=80(LC 17),2=315(LC 17} 4=42i,LC FORCES. (lb)-Max Comp/Max Ten.-All forces 250(b)or less except when shown. NOTES- 1)Wind ASCE 7 16'Vutt=120mph(3-second gust)Vasd=95mph;TCDL 4.2psf;BCDL=6.0ps1;h=251t.Cat.II:Exp B,Enclosed MWFRS(envelope)gable end zone,cantilever left end right exposed;end vertical left and right exposed;Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16,P1=25 0 psi(Lum DOL=1,15 Plate DOL=1.15;;Is=1.0;Rough Cat 8;Partially Exp Ce=1.0;Cs=1 00.Ct=1 10 3)Unbalanced snow loads have been considered for this des gn. 4)This truss has been designed for greater of min roof live Gad of 18 0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord ve load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wall lit between the bottom chord and any other members 7)Refer to girder(s)for truss to truss conned ons 8)Refer to girder(s)for truss to truss connections cleGft P R QFct�ss 9)Provide mechanical connection(by others;of truss to bearing pate capable of withstanding 100 lb uplift at joint(s)3,2 10)This truss is designed in accordance with the 2018 Internal onal Building Code section 2306.1 and referenced standard ANSI/TPI ��5 LNG I NEF,9 QA 11)'NAILED' ndicates 3-10d Nat s(0 148"x 3"i toe-nails per NOS guidelines. i'p 12)In the LOAD CASE(SI section loads appied to the face of the truss are noted as front(F)or back;B', 87 2PE LOAD CASE(S) Standard 1)Dead 4 Snow(balanced)Lumber Increase=1.15,Plate Increase=1,15 Uniform Loads(pff) Cr) es. Vert:1 3=-64.4-5=20 9 T OREGON ry, Q� Concentrated Loads ilbi Vert:3=-42(FI8=-20(F; �1 �M$ER Al OS A. HEok0'. EXPIRES: 06/30/2023 December 10,2021 .v'.sRNIN, verity design parameters aril RE/C.,NOTE`.rN THIS AND INCLUDEn µITEK REFERENCE PAGE MD 7473 rev 51192020 BEFORE USE Design vasd for use cnty with MiTeke Connectors This design is based only upon parameters shown and a for an individual building component not a buss system Before use the beading designer must verily the applicability of design parameters and properly incorporate this design into the overact huildag design Blaring ocli®led a to prevent budding of individual truss web and ch/or ord members only Additional temporary and permanent bracing MiTek_ is always rca wed for stability and to prevent collapse with possible personal irrJury and properly damage For general guidance regarding the Iabricaiion stoi age delivery erection and bracing of Musses and buss systems,see ANSNTPrt Qualify Crderla,DSB-89 and BCSI Building Component 250 Klig Circle Safely intormatlon available from Truss Pale Institute 2670 Cram Highway Suite 203 Waldorf,MD 20001 Corona,CA 92080 Job Truss 1-Truss Type Oly Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814617 25118 J12 Jack-Open 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10:5002 2021 Page 1 ID:eM2yIOJm5vewge2uSY7_myz30cF-CrOL5MaVYwRzwCeE73x bm6Vm5XsLpinnIX2fSyAjT3 -1-6-0 2-6-0 3-10-15 1-6-0 2-6-0 1.4-15--- Scale=1157 4 t ¢ 3 8.00,12 1 2 9 3f11- 2-6-0 2-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) Heft d PLATES GRIP TCLL 25 0 Plate Grip DOL 1.15 TC 015 Verl(LL) 0.00 8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 8 >999 180 TCDL 70 Rep Stress Ina' YES WB 0.00 Horz(CT) -0.00 4 Ma n!a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MP Weight:12 lb FT=20 BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No 18Btr TOP CHORD Structural wood sheathing drectly applied or 2-6-0 oc purlins. BOT CHORD 2x4 OF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings Mechanical except(jl=length)2=0-5-8 5 Mechanical.3=0-4-8 :lb)- Max Horz 2=80(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at loint(s)4 5 3 except 2=357(LC 21) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250 Ib)or less except when shown NOTES- 1'r Wind ASCE 7-16;Vuh=l2omph(3-second gust)Vasd=95mph.TCDL=4 2psf'BCDL=6.0psf;h=25ft;Cat II;Exp B.Enclosed MWFRS(envelope)gable end zone and C-C Exterbr(2E)-1-6-0 to 1-6-0 Intenor(1)1-6-0 to 3-10-3 zone,cant lever left and right exposed,end vertical left and right exposed,C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-16;Pf=25.0 psi(Lum DOL=1.15 Plate DOL=1 15Y,Is-1 0,Rough Cat B Partially Exp.;Ce=1 0;Cs=1 00,Ct=1 10 3)Unbalanced snow loads have been considered forth s design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1 00 times fiat roof load of 25.0 psf on overhangs non-concurrent with other ive loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members 7 Refer to girder(s)for Iruss to truss connections aEQ PR OFF 8)Refer to girder(s)for truss to truss connections. , tS 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at pint;xi 4 2 3. s\cJ� �G I NFF S<2 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3 '' '7 ?i 11)This truss is designed in accordance with the 2018 International Building Cade section 2306.1 and referenced standard ANSI/TPI 870 PE 1 N 9 SAT OREGON (19 4.,/N "Per) M9ER A'" A. HER‘4,P EXPIRES: 06/30/2023 December 10,2021 sui A WARNING Vary design poi ureters and READ NOTES ON TH15 ANC NCIAJDED MITE K REFERENCE PAGE Mil 14'3 rev 5/192020 BEFORE USE Design valid for use only rah MiTeke connectors This design is based only upon parameters shown and a for an edvidual building component not a truss system Before use,the building designer must verify the applicability of design parameters and popery incorporate ma design into the overall budding design Bracing indicated a to prevent buckling of indvduat truss web andlor chord members only Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal iniury and properly damage For general guidance regarding the fabrication,storage delivery erection and bracing of trusses and truss system.see ANSVTPrf Quality Crtlerla,DSa49 and SC518urlding Component 250 Klug Code S. Information available horn Truss Plate institute 2670 Crain Highway Suite 203 Weldor)Mt/20.501 Corona CA 92880 Job Truss Truss Type Oly Ply POLYGON-T MORR MH 2S TRIPLEX{A) K10814618 25118 J13 Jack-Open 1 1 _ Job Reference rr>frtionali Pacific Lumber&Truss Co Lake Oswego OR•97035 8 430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10:50 02 2021 Page 1 ID eM2y10JmSve,vge2uSY7myz30cF-CrOLSMaVYwRzw0eE73x_bm6WE5XeLpinnlX2fSyFyT3 -1-6-0 2-6-0 1.6-0 2-6-0 2-10-3 Scale-1 19 4 x ?2 3 10 �� 9 074 2 • _„1.1 1 las 3114 2-6-0 2-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.00 5-8 >999 180 TCDL 7.0 Rep Stress Inc/ YES WB 0.00 Horz(CT) -0.00 4 n/a nla BCLL 0.0 ' Code IBC2018/TP12014 Matrix-MP Weight:141b FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bir TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins BOT CHORD 2x4 DF No.1&8tr DOT CHORD Rigid ceiling direct y applied or 10-0-0 oc bracing REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=Mechanical.3=0-4-8 (Ib)- Max Horz 2=103(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 2 3 Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=283(LC 21) FORCES. (Ib)-Max Comp/Max Ten -All forces 250(lb)or less except when shown. NOTES- 1)Wind ASCE 7-16,Vull-120mph(3-second gust)Vasd=95mph;TCDL=4.2psf.BCOL=6.0psf.h=25ft Cat II.Exp B,Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0 Interior(1)1-6-0 to 5-3-7 zone,cantilever left and right exposed end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7-16 Pf=25.0 psf{Lum DOL=1.15 Plate DOL=1.15)'Is=1.0;Rough Cat B;Partially Exp. Ce=1 0;Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent wrth any other live loads 6)'This truss has been designed for a live load of 20.opsf 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 7)Refer to girder(s)for bliss to truss connections ( EUs 8)Refer to girder(s)for truss to truss connections ` r.) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2.3. ICJ ',SGI NE, /O 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �� 2,9 11)This truss is designed in accordance with the 2018 International Budding Code section 2306.1 and referenced standard ANSI/TPI 07022PE ry (c%Aj,OREGON r9 , os41$r_R >>t‘P�O A. HE- EXPIRES: 06/30/2023 December 10,2021 AWARNINi' 'vn- dasgnperarnele and READ NOTES ONTHS AND INCLUDED MITEKREFERE4c'E PACE MII!AT\..nS••gxnaFFORF.uSF - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown and is to an mdrvidual budding component -art a truss system aelore use the budding designer must verily the applicabidy of design parameters and property incorporate this design into me overall budding design Brar.ng indicated rs to prevent buckling Si individual truss web and/or chord members only Additional temporary and permanent bracing MITek is always required for stability and to prevent collapse whh possible personal injury and property damage For general gudarrce regarding the fabrication storage deiwery median and bracing of trusses and truss systems see ANS/RPf1 Quality Crder!A,DSB-aa And BM Building 6ompomnf 250 Klug Cycle Safely information evadable horn Truss Pale Institute.2870 Cram Highway.Sidle 203 Waldorf MD 20001 Corona,CA 92800 Job Truss Truss Type Qty 'Ply POLYGON-T MORR MH 25 TRIPLEX(A) K10814619 25118 J14 Jack-Open 3 1 Job Reference I optional) Pacific Lumber 8 Truss Co Lake Oswego OR-97035 8A30 s Aug 16 2021 M Tek Industries,Inc. Thu Dec 910:50:03 2021 Page 1 ID:eM2y1QJm5vewge2uSY7_myz3OcF-g1 jlib7JEZgYMDQgmSD7zffyUts4Gyw?PGbBuyAjT2 1-6-0 2 6 0 5.10.15 1-6-0 2-6-0 3-4-15 Scale=1:20.8 4 1 �d too fir 3 O e4 9 ��f 2 ;v = s 2-6-0 26-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (tic) Udell Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.19 Verl(LL) -0.00 8 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.05 Vert(CT) -0.00 5-8 >999 180 TCDL 7 0 Rep Stress Ines YES WB 0.00 Horz(CT) -0.00 4 nla rile BCDL 10.0 Code IBC2018/TP12014 Matrix-MP Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No 18Btr TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD 2x4 OF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8.5-Mechanical,3=0-4-8 (Ib)- Max Harz 2=111(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 2,3 Max Gray All reactions 250 lb or less at joint(s)4 5 except 2=283(LC 21),3=261(LC 21) FORCES. (Ib)-Max.Comp.IMax.Ten -All forces 250(Ib)or less except when shown NOTES. 1)Wind ASCE 7-16;Vuft=120mph(3-second gust)Vasd=95mph,TCDL=4 2psf BCDL i.Opsf;h=25f1 Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1.6-0,tnterior(1)1-6-0 to 5-10-3 zone;cantilever left and right exposed.end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16 P1=25.0 psi(Lum 0OL=1 15 Plate DOL=1.15),Is=1 0;Rough Cat B,Partially Exp. Ce=1.0;Cs=1.00,Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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 7)Refer to girders)for truss to truss connections. Q�O PROp S 8)Refer to girder(s)for truss to truss connections �( 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. 10)Beveled plate or shim required to provide lull bearing surface with truss chord at joints)3. 11)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPL 1 87022PE <• ✓ N fY y <qj,OREGON ry0 9 FM6ER �" \V c°S a. r+EPN'P EXPIRES:06/30/2023 December 10 2021 A vJA12NING Ven devgn pnrarnetors and REA.,NOTES ON THIS AN.NCr UDE MI TEK REFERENCE PAGE M11.74' i a Design valid for use only with MtTek®mnnedors.This design is based only upon parameters shown,and a for an individual building component.-ot a truss system Before use the building designer must verify the appll abeey of design parameters and propery incorporate dus design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only Addr5onal temporary and permanent bracing ITT k is always required for slabrlrty and to prevent collapse wills possible personal injury and prspelty damage For general guidance regarding the fabrication storage delivery erection and bracing ci busses and truss systems,see ANSI/TPit Ouarfty Cr-aria,D513-49 and BCSi Building Component 250 Krug Code Safety information available from Truss Plate Institute 2870 Crain Highway Suite 203 Waldorf MO 2060t Corona.CA 92880 Job Truss Truss Type Oty Ply -'POLYGON-T MORR MH 2S TRIPLEX(A) K10814620 25118 .114A Jack-Open 1 _ Job Reference,optional', Pacific Lumber&Truss Co Lake Oswego,OR-97D35 8 430 s Aug 16 2021 MiTek Industries Inc Thu Dec 910.50 04 2021 Page 1 ID eM2yIQJm5vewge2uSY7_myz30cF-80Y5V2G4Yhh9WodEVzSgBCgFuDJpjC4E309kLyA)T1 1-6-0 2-6-0 2 10-8 1-6.0 2-6-0 0-4-8 Scale=1 13.0 3 111 I 6A0012 a A 2 ]rah_ 2.6.0 _ 2-6-0 LOADING (psf) SPACING. 2-0-0 CSI, DEFL. n (loci Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 16 Vert(LLI 0 00 7 >999 240 MT20 220/195 (Roof Snovr25.0) Lumber DOL 1 15 BC 0.03 Vert(CT) -0 00 7 >999 180 TCDL 7.0 Rep Stress Incr YES VVB 0.00 Horz(CT) 0 00 3 nla n/a BCLL 0.0 • Code IBC20181TP12014 Matrix-MP Weight:10 lb FT=20`N, BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.18130 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins BOT CHORD 2x4 DF No.1&BIr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size I 3=Mechanical 2=0-5-8.4=Mechanicaj Max Horz 2=621LC 14) Max Uplift 3-26(LC 14),2=-42(LC 14) Max Gray 3=90(LC 21),2=348(LC 21),4=41(LC 5) FORCES. (Ib)-Max Comp!Max Ten -All forces 250(Ib)or less except when shown NOTES- 1)Wind ASCE 7-16.Vult=120mph(3-second gust)Vasd=95mph;TCDL=4 2psf BCDL=6.0psf,h=25fI,Cat I Exp B.Enclosed MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0.Inlerior(1 i 1-6-0 to 2-8-4 zone,cant lever left and right exposed;end vertical left and right exposed,C-C for members and forces 8 MWFRS for reactions shown:Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16 Pf=25.0 psi!,Lune OOL=1 15 Pate DOL=1 15) Is=1.0.Rcugh Cat B.Partially Exp. Ce=1 0 Cs=1 00,Ct=t 10 3)Unbalanced snow loads have been considered for This des gn 4)This truss has been designed for greater of min root ve load of 18 0 psf or 1 00 limes flat roof oad of 25 0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord ve load nonconcurrent with any other live bads 6)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tal by 2-0-0 wide will fit between the bottom chord and any other members n h 7)Refer to girder(s)for truss to truss connections �V P R°FFs 8)Refer to girder(s)for truss to truss connections 9)Provide mechanical connection(by others)of truss to bearing plate capab a of withstanding 100 b uplift at jointisl 3 2 �\J� !NG I NE�n sip 10)This truss is des gned in accordance with the 2018 International Bu Iding Code section 2306 1 and referenced standard ANSI/TPI 1 87 22P N ,� y <A),OREGON rt9 ([� 90O MBER .\\r A. HO; EXPIRES:06/30/2023 December 10,2021 MIME A WARNING Verity desgn parameters.rid READ NOTE': This AND INCLUDED MITEK REFERENCE PAGE I-El 7473 rev Srlal2UN BEFORE USE Design valid for use only with MrTelr®connectors This design is based only upon parameters shown and is for an individual building component.not a truss system.Before use the building designer must verify the applimbdiry of design parameters and properly incorporate this design oho the overall building design Bracing indicated is to prevent budding of individual truss web ands rarord members only Adddional temporary and permanent bracing Tek is allays required or sianey and to prevent collapse with possible personal injury and property damage For general guidance regarding tilt rabnoabon storage delivery ereWon and blaong el trusses and truss systems.see ANSI/MI Quality Craerfa,osa-at mud SCSI Building Component 250 K1ug Cede Safety Information ace ante from Truss Plate Insbtule 21170 Cram Highway.Sole 203 Wabdod MD 20601 Corona CA 9288D Job Truss Truss Type Qty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814621 25118 J15 Jack-Open 1 1 Job Reference ioctionaq Pacific Lumber&Truss Co Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MITek Industries Inc Thu Dec 9 10:5004 2021 Page 1 ID.eM2ylQJm5vewge2uSY7.myz3ocF-8DY5V2ct4Yhh9WodEUzSgBCnsuDlpiC4E309kLyAjT1 1-6-0 2 4 0 7-0.11 1-6-0 2-6-0 4-6-11 Etr 12 3 i ►I 3>a 5 2-8-0 2-6-0 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loci Udell Ud PLATES GRIP TCLL 25 0 Plate Grip DOL 1 15 TC 0.37 Vert(LL; 0 00 8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.03 Vert(CT) -0.00 8 >999 180 TCDL 7 0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 n/a n!a BCLL 0.0 • Code IBC2018ITP12014 Matrix-MP Weight 17 lb FT=20% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins BOT CHORD 2x4 DF No,l&Btr BOT CHORD Rigid cel'tng directly applied or 10-0-0 oc bracing REACTIONS. All bearings Mechanica except(jt=length)2=0-5-8,5=Mechanical,3=0-4-8. (Ib)- Max Horz 2=129(LC 141 Max Uplift All uplift 100 lb or less at FAN(s)4,2 3 Max Gray All reactions 250 lb or less at joint(s)4.2,5 except 3-312(LC 21) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vutt=12omph(3-second gust)Vasd=95mph TCDL=4.2psf,BCDL=6.0psf h=25ft,Cat II;Exp B;Enclosed; MVVFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior 1)1.6-0 to 6-11-15 zone;cantilever left and nght exposed;end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL.ASCE 7-16,P1=25.0 psf Lure DOL=1.15 Plate DOL=1.15);Is=1 0,Rough Cat B Partially Exp Ce=1.6;Cs=1.00;Ct=1-10 3)Unbalanced snow loads have been cons dered for this design. 4';This truss has been designed for greater of min roof live load of 18.0 psf or 1 D0 times flat roof load of 25 0 psf on overhangs non-concurrent with other ve toads. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will nit between the bottom chord and any other members 7)Refer to girders)for truss to truss connections. n(GD P ROFF 8)Refer to girders;for truss to truss connections s 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. Cj t‘G 1 NEF /O 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. '1 •�. 11)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI Q� 8 022PE 1 i/1 A. HE- EXPIRES:06/30/2023 December 10,2021 A WARNING Vnnly design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE MU 74 73 rev 5r19.tvn1 BEFORE USE Design valid for use only with MuTek®connectors.This design 6 based:,nty upon parameters shown,and 6 to an indindual building component not111111 a truSs system.Before use the beading designer must verily the appkcab'ilp of design parameters and properly incorporate thus design into the overall budding design Bracng indicated 6 to prevent buckling of ndrvrdual truss web and/or chord members only Additional temporary and permanent bracing Wok k is always required for stalAny and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication.storage delivery erection and bracing of susses and buss systems.see ANS/4RJ/Quality CrRerta,OSB49 and BCSL Building ComponMl 2S0 Klug Clyde Safety Information available from Truss Plate Institute 26T0 Crain Hghway Suite 203 Waldorf MD 20601 Corona.CA 82880 Job Truss Truss Type Oty 'Ply POLYGON-T MORR MH 25 TRIPLEX(Al K16814622 25118 J16 Jack-Open Girder 2 1 Job Reference I optional i Pacific Lumber&Truss Co., Lake Oswego,OR-97035. 8 430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10 50 05 2021 Page 1 ID eM2ylQJm5vewge2uSY7 myz30cFc06UlOcNgrpYngMpoBVhCOk?2JXAYASDTjliGnyAlT0 -1-6-0 } 1-10-15 1$-0 1 10-15 Scale- r 144 3 — 600 12 2 S 9 4 NAILEO NMLEO } -0 6C-0 Plate Offsets(X,Y)-- 12:0-0-4,0.0-01 _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ('oc) Udell Lid PLATES GRIP TCLL 25.0 Plate Gnp DOL 1.15 TC 0 18 Verl(LL) -0.02 4-7 >999 240 MT20 220l195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.05 4 7 >999 180 TCDL 7 0 Rep Stress Inc: NO WB 0.00 Horz(CT) 0.00 3 n/a nia BCLL 0.0 ' Code IBC2018TTP12014 Matrix-MP Weight:13 lb FT=20% BCDL 10 0 -• LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 OF No.l&Bit BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. .:size) 3=Mechanical.2=0-5-8,4=Mechanica Max Horz 2=50(LC 10) Max Uplift 2=-40(LC 10) Max Gray 3=110(LC 17;.2=315(LC 17).4=91',LC Si FORCES. (Ibi Max Comp(Max Ten -All forces 250 Ob.)or less except when shown NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust,Vasd=95mph TCDL=4.2psf BCDL=6 Opel-h=25ft,Cat II;Exp B Enclosed MVvFRS(envelope)gable end zone,cant lever left and right exposed;end vertical left and right exposed;Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16;Pf 25 0 psi(Lum DOL=1.15 Plate DOL=1.15) Is=1.0;Rough Cat B.Partially Exp;Ce=1.0;Cs=1.00,Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18 0 psi or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 6)*This truss has been designed for a live load of 20 Opsf on the bottom chord in a areas where a rectangle 3-6-0 tat by 2-0-0 wide w ll fit between the bottom chord and any other members. 7)Refer to girder(si for truss to truss connections. aVO PR Ope 8)Refer to girder(s)for truss to truss connections. S n 9)Provide mechanical connection(by others;of truss to beanng plate capable of withstanding 100 lb uplift at joint(s)2 �J GNG I NEF V/0 10)This Truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �� v 7 y9 1 11)"NAILED"indicates 3-10d Nails(0 148"x 3") toe-nails per NDS gu de ices 870 2PE 12)In the LOAD CASE(S'r section loads appied to the face of the truss are noted as front IF;or back fB). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase=1.15 N� Uniform Loads rplt) 9 '4),OREGON rLO Vert 1-3=-64,4-5=20 Concentrated Loads Obi Vert 8=1(F)9-53(F; ��Osi ABEREAt 41% H EXPIRES: 06/30/2023 December 10,2021 Q parameter,ar-1 REA:)5,0TE5 ON THIS AN''ire _i-E MITEK REFERENCE PA MI r4"Iry ±'152070 BEFORE i"E Oespn valid for use only with MrTek®connectors This design is based only upon parameters shown-and rs for an individual building :mponeet not a truss system Before use the building designer must verify the apphcabilrty of design parameters and properly incorporate this design into the overall teadirg design. Bracing indicated a to prevent budding of individual brass web ardfor chord members only Additional temporary and permanent bracing MiTek rs always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the iabricaban storage.delivery.erection and tracing of trusses and buss system.see AMSI/TPli Duality Criteria,DSBd9 and SCSI Banding Component 250 Klug Circle Safety Inrormatlal available from Truss Male Institute.2670 Crain Highway.Suite 203 Waldorf MD 20601 Corona CA 028110 Job 1Truss Truss Type Iaty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814623 25118 1J17 Jack-Open I2 1 Job Reference(optional, Pacific Lumber&Truss Co Lake Oswego,OR-97035 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10 50 06 2021 Page 1 ID eM2yt0Jm5vewge2uSY7_myz3OcF 5cgswkd?b9xPPpx7MvOwIcH9nsRHciMINVFoDyAIT? _ 116-0 } 3-10-15 • Sale-1 15 5 3 y 600 12 9 2 t4 aw= 6-0-G 6-0-0 PlateOffsetsiX,Y}- 12:0-0-8,Edge' LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (lac) Mee Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.21 Vert(LL) -0.03 4-7 >999 240 MT20 220l195 (Root Snow=25.0) Lumber DOL 1 15 BC 0 18 Vert(CT) -0.07 4-7 >999 180 7CDL 7 0 Rep Stress'nor YES WB 0.00 Horz(CT) 0 00 3 nia nia BCLL 0 D • Code IBC2018/TP12014 Malnx-MP Weight 17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No 1&Btr TOP CHORD Structural wood sheathing directly app led or 3-10-15 oc purlins BOT CHORD 2x4 OF No 1&Btr BOT CHORD Rigid ceiling directly app led or 10-0-0 oc bracing REACTIONS. (size: 3=Mechanical.2=0-5-8.4=Mechanica Max Horz 2=80(LC 14) Max Uplift 3-37(LC 14;,2=33(LC 14) Max Gray 3=170(LC 21;,2=438(LC 211,4=97(LC 5i FORCES. (Ib)-Max.Comp lMax Ten.-All forces 250 I}b l or less except when shown NOTES- 1)Wnd ASCE 7-16:Vutt=120mph(3-second gust)Vasd=95mph TCDL=4 2psf;BCDL=6 Opsf h=25tt Cat I Exp B.Enclosed MWFRS(envelope;gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0.Interior;1)1-6-0 to 3-10-3 zone,cant lever left and right exposed;end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7.16 Pf=25 0 psf(Lum DOL=1.15 Plate DOL=1 15) Is=1.0;Rough Cat B:Partia ly Exp.,Ce=1 0 Cs=1 00;Ct=1 10 3)Unbalanced snow loads have been considered for This design_ 4)This truss has been designed for greater of min roof live load of 18.0 psi or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20 Opsf 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 �c.J P R OFe 7)Refer to girder(s)for truss to truss connections is 8)Refer to girder(s)for truss to truss connections. s/ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at pintas)3 2 <. `"7 10)This truss is designed in accordance with the 2018 Internationa Build:no Code section 2306 1 and referenced standard ANSLTPI - 1. 87022PE oV 9 �A OREGON et? 10 ' 4fBER A\Oxt NkP�O A. HEa EXPIRES: 06/30/2023 December 10,2021 O WARNING-Venry design peranwiers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil 7473 rev 5II9VNN OLr ORE IJSI 1111. Design said tor use only with MTek®connetlois This design a based only upon parameters shown.and a for an individual building component not a truss system Before use the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Among indicated n to prevent budding of indivdual truss web anwa chord members only Additional temporary and permanent bracing MWTek' n always required for Stability and to prevent collapse with possible personal..,ury and property damage For general guidance regarding the rabricanon,storage delivery erection and bracing of susses and truss systenw See ANSUTPJ1 Quality Letterfa,0SB-89 and SCSI Building Component 250 Mop Cede Safety Information evadable horn Truss Plate Institute 2670 Crain Highway Suite 203 Waldorf.MD 20601 Corona.CA 92800 Job Truss Truss Type 0'y Ply POLYGON-T MORR MH 25 TRIPLEX(A) 25118 J18 Jack-Open 2 1 K10814624 • ,Job Reference_oplionat) Pacific Lumber 8 Truss Co Lake Oswego,OR-97035 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 1060'06 2025 Page 1 ID•eM2y10Jm5vewge2uSY7 myz30cF-5ogswkd'b9xPPpx?MvOwIcH5BipkHcrMiNVFoDyAJT? •1-6-0 5-10-15 1-6-0 - 5-10-15 Scale=1 20.4 3 fl09 12 - - - 2 1x4 6-0-0 ------ 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) tfdefl Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1 15 TC 0.51 Verl(LL) -0.09 4-7 >838 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0 36 Vert(CT) -0.13 4-7 >533 180 TCDL 7.0 Rep Stress Ina YES VVB 0 00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2018ITPI2014 Matrix-MP Weight 20 lb FT=2 `+ BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-5-8.4=Mechanical Max Horz 2=111(LC 14) Max Uplift 3-68(LC 14) 2-40(LC 14) Max Gray 3=253(LC 21) 2=467(LC 21),4=106(LC 5) FORCES. (Ib)-Max Comp./Max Ten -All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(3-second gust)Vasd=95mph TCDL=4.2ps1;BCDL=6.0psf,h=25ft,Cat.II;Exp B:Enclosed MlAFRS(envelope)gable end zone and C-C Exlenor(2E)-1-6-0 to 5-6-0,Interior(1)1-6-0 to 5-10-3 zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16,Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1.15).Is=1.0;Rough Cat B;Partially Exp.'Ce=1 0 Cs=1 00,Ct=1 10 3)Unbalanced snow loads have been considered for th s design. 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 50.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf 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 n 7)Refer to girder(s)for truss to truss connections. U P R O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2 ���E F�ss 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1 �J NGI NE6- FDA ,T B PE r (j I� �'0T OREGON r? (t/ EMBER 1\ �� c�S A. HEp'1t4P EXPIRES:06/30/2023 December 10 2021 v WARNIN. ve ry design p smote,a•e REAC•ar:TES eN THIS AND t4CIUDEC MITEK REFERENCE PAGE MII 7473 rev sr'92mmC BEFORE r_r5E Design valid for use only WAS MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,eol a Inns system Before use the building designer must verify the apq rabiity or design parameters and gaperty nir:rporate this despn No the overall building design Bracing militated is to prevent budding A individual Sass web anNo chord members only.Addiho el lempwary and permanent bracing MiTek is always required for stabrlrty and to prevent collapse with possible personal injury and property damage Far general gudance regarding the latmcation storage delivery erectors and pacing A busses and buss systems see ANS1/TPf1 Quality Criteria,058499 and SCSI Building Component 250)(lug Code Safety information avauable horn Truss Ptate nsbtule 2870 Crain Highway Suite 203 Waldorf.MD 20601 Corona CA 92660 Job Truss Truss Type 'City .Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814625 25118 J59 Jack-Open 1 1 Job Reference i,optionaij Pacific Lumber&Truss Co. Lake Oswego OR 97035, 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10:50.07 2021 Page 1 ID:eM2ylQJm 5vewge2uSY7_myz3OcF-ZoEE84edMT3G0zWCvcX9IpgFd69w03yWw 1 EpLyAjT_ -1-6-0 + 6.0-0 7 3-3 1-6-0 6-0-0 1-3-3 Scale=5.24.6 4 3 8 00 12 • 10 ,h a 1 ., 6-0-0 6-0-0 _ • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 53 Vert(LL) -0.08 5-8 >848 240 MT20 220f195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0 36 Vert(CT) -0.13 5-8 >530 180 TCDL 7.0 Rep Stress Inc( YES WB 0 00 Horz(CT) 0 00 2 nla nla BCLL 0.0 • Code IBC2018ITP12014 Matrix-MP • Weight 221b FT=20% BCDL• — 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No 1&Blr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins DOT CHORD 2x4 OF No 1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (1b)- Max Horz 2=133(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 3 Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=423(LC 21) 3=31 5(LC 21) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown NOTES- 1)Wind ASCE 7-16;Vul1=120mph(3-second gust)Vasd=95mph.TCOL=4.2psf;BCDL=6.0psf;h=25f1,Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior/1)1-6-0 to 7-2-7 zone;cantilever left and right exposed end vertica left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1 60 2)TCLL ASCE 7-16.Pf=25 0 psf(Lum DOL.--1 15 Plate DOL=1 15),Is=1.0'Rough Cat B,Partially Exp.Ce=1.0;Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1.00 limes flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Th s truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections Qt PR 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3 k . OF�ys 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. �5 IaG I NE�C`nV1l4Q 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3 , 'T 1 11)i his truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI . $7022PE ` Ala NEAT OREGON ra 'Pc FMBER �1 �� �S A. HEAP EXPIRES:06/30/2023 December 10,2021 Q WARNING Verify desig-parameter and READ NOTES ON THIS ANO INCLUDED MITEK REFERENCE PAGE MII 7473 rev 5l19R020 2E=OF.E USE Design valid for use only wah MiTek®connectors This design is based only upon parameters shown and is for an individual buiroing component.nal a truss system.Before use,the building designer most verify Ore appkabiity of design parameters and property incorporate this(lesion into the overall building design.Bracing indicated a to prevent buckling of irdvidual truss web arrdror chord members only Additional temporary and permanent bracing MiTek` s always required fni stability and to prevent collapse with possible personal injury and property damage For general guidance regamurg the rabricabon storage delivery eredio-and bracing of trusses and truss systems.see ANSI/TPfr Ouallty Crtfarta,DS8-89 and BCSI Bonding Component 250 I0 a5 Cide Safety/micro's/ion available hum Truss Plate Insrrtute 2670 i-ram Highway.Suite 203 Waldort MO 20601 Corona.CA 92880 Job Truss 'Truss Type Qty 1 Ply r POLYGON-I MORR MN 2S TRIPLEX(A) K10814626 25118 J20 Jack-Open Girder 2 1 Job Reference;optional; Pacific Lumber&Truss Co Lake Oswego,OR-97035 8 430 s Aug 16 2021 MITek Industries,Inc. Thu 0ec 910.50.08 2021 Page 1 ID eM2y10Jm5vewge2uSY7 myz30cF-17ocLOtG7mB7e750TK20g1 MWzVXbIWCt9h Ms6yAjSz -1-6-0 1-11-0 1-6-0 1-11-0 Scar=1 132 3 — 600 IV 2 S ll 4 NAMED NAILED 31A= 5-4-8 5-4-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loci Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 115 TC 0.17 Vert(LL) -002 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.20 Vert(CT) -0.04 4-7 >999 180 TCDL 7 0 Rep Stress Incr NO WB 0.00 Horz(CT) 0 00 3 nla n/a BCLL 0.0 • Code IBC20181TP12014 Matrix-MP Weight 13 lb FT=20'x BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.18B0 TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins BOT CHORD 2x4 DF No 18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 3=Mechanical,2=0-5-8,4-Mechanical Max Hoa 2=50(LC 30) Max Uplift 3-3(LC 10).2=39(LC 10;: Max Gray 3=115(LC 17:.2=324;LC 17}.4=102(LC 18) FORCES. (lb)-Max.Comp./Max.Ten -A forces 250 llbl or less except when shown. NOTES- ')Wind ASCE 7 167 Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf,BCDL=6.0psf h=25ft:Cat.II:Exp B,Enclosed. MWFRS(envelope;•gable end zone:cantilever left and right exposed;end vertical left and right exposed.Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16 Pf=25 0 psi;Lum DOL=1.15 Plate DOL=1.15);Is=1.0:Rough Cat B,Partially Exp.;Ce=1.0;Cs=1 00;Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in a areas where a rectangle 3-6-0 tall by 2-0-0 wide w Il fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections 8)Refer to girder(s)for truss to truss connections. QGO PROpe 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 2. 4` SS7 10)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANS1/TPI J `NGI NE�,1 ./Q 11)"NAILED'indicates 3-10d Nails(0 14e x 3'I toe-nails per NDS guidelines _74 12)In the LOAD CASES)section,loads applied to the face of the truss are noted as front IF:or back(B). 87022PE • LOAD CASE(S) Standard 1)Dead+Snow(balanced)Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p11) ^� Vert 1 3=-64,4-5=20 AT OREGON 19 AO Concentrated V8 5 B 8(Ib9 rt =- _93(B) CIQ E R 06,aA. HE1*kP EXPIRES: 06/30/2023 December 10,2021 WARNING Yen.y tlevgl peramele.and READ 4t:TE::r:N THIS AND INCLUDED MITEK REFERENCE PAGE MII.74 77 rev Sr 82020 1 r rr U.:r Design staid for use only well Miteke connectors This design is based only upon parameters shown and is lot an individual building component rot a truss system Before use the budding designer must venly the appli0ab,dy of design parameters and arc gems,incorporate this design into the overall building design Beacusg indi®led is to prevent buckling Si indivdual truss web ardlor chord members only Adddlanal temporary and permanent bracing MiTek' iS always required for stability and to prevent collapse with passible personal ieprry and property damage For general guidance regarding the fabrication storage delivery erection and bracing Sf trusses and buss systems see AHSI/TP17 Quality Criteria,DSB49 end SCSI Building Compontnf 250 Klup Cirde Softly Informal/on avai✓able from Truss Plate Institute 2670 Cram Highway Suite 203 Waldorf MD 24801 Corona,CA 02t1e0 Job Truss Truss Type Qty Ply POLYGON-T MORR MH 2S TRIPLEX(A) • K10814627 25118 J21 Jack-Open 2 1 Job Reference(cptionalZ_ Pacific lumber 8 Truss Co. Lake Oswego OR 97035 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10.50:08 2021 Page 1 ID.eM2yIQJm5vewge2uSY7_myz30cF-17ocLQ1G7mB7e750TK20g1MVYVYTIWCf9h_Ms6yAISz -1-6-0 3-10-15 1-6-0 3-10-15 Scale=1 15.5 3 SOO(12 s 1 8 2 _ 5-4-8 5-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 20 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow 25 0) Lumber DOL 1 15 BC 0 15 Vert(CT) -0.05 4-7 >999 180 TCDL 7 0 Rep Stress Inc( YES WB 0 00 Horz(CT) 0.00 3 n/a n/a BCLL 0 0 • Code IBC20181TP12014 Matrix-MP Weight:16 lb FT=20% BCOL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purling. SOT CHORD 2x4 OF No 1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 3=Mechanical 2=0-5-8,4=Mechanical Max Horz 2=80(LC 14) Max Uplift 3=-39(LC 14),2=-35(LC 14) Max Gray 3=165(LC 21).2=433(LC 21).4=88(LC 5) FORCES. (lb) Max Cornp.IMax Ten A forces 250(lb)or less except when shown. NOTES- 1)Wind ASCE 7-16 Vutt=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf,BCDL=6 Opsf,h=2511 Cat II,Exp B.Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Intertor(1)1-6-0 to 3-10-3 zone:cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL-1 60 21 TCLL ASCE 7-16,Pf=25 0 psi(Lune DOL=1 15 Plate DOL=1 15),Is=1.0;Rough Cat B,Partially Exp. Ce=1 0;Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live bad of 20.Opsf 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. 7)Refer to girder(s)for truss to truss connections. ?,0) lS PR Op S 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2 �J NG I NE, /O 10)This truss is designed in accordance with the 2018 International Budding Code section 2306 1 and referenced standard ANSIITPI � 9 y 87 22PE -` ,f i �' OREGON rye Ad 0T db �M&ER �� OS A. HECk EXPIRES:06/30/2023 December 10,2021 vvARNING Verity design parameters end READ NOTES ON THIS ANO NCIUDEDMITEK REFERENCE PAGE Mil-7473 rev 519/2020 BEFORE USE. Design valid lot use only with MiTek®rsnnectors This design is based only upon parameters shown.and is for an individual building component,not a truss system Belore use the budding designer must verily the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual buss web and/or Mold members only Additional temporary and permanent bracing M Te k is always required for stability and to prevent cctlapse with possible personal injury and property damage For general guidance regarding the labncaa,n.storage delivery erection and braong of busses and truss systems.see ANSUTPII Quality Cdteda,DSB-SP and SCSI Building Component 250 Ktug Curio Salarylnfonrutlon available tram Truss Plate institute 2670 Crain Highway Suite 203 Waltod.MD 20601 Corona CA 925D0 Job Truss Truss Type Qty Ply POLYGON-T MORR MI-I.2S TRIPLEX(A) K10814628 25118 J22 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego.OR-97035, 8.430 s Aug 162021 MiTek Industries,Inc. Thu Dec 910:50:09 2021 Page 1 IQ_eM2ylQJm5vewge2uSY7_m yz3ocF-VBL_Zlfuu4JzGHga11 ZdNEvfgvuHUx_pOLjwOYyAjSy -1.8-0 5-4-8 5-10.15 1-6-0 5-4-8 0-6-777 Scale=1:20.5 4 1.501 II 3 d P I 600 IV 2 A A 10 1 e 90a= 3r4 5-4-8 548 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in floc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.03 6-9 >999 240 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0 17 Vert(CT) -0.05 6-9 >999 180 TCOL 7.0 Rep Stress Ina YES WB 0 16 I Horz(CT) 0 00 2 n/a n/a BOLL 0.0 Code 1BC2018ITPI2014 1 Matrix-MP Weight 22 lb FT=20`" BCDL_ 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins BOT CHORD 2x4 OF No.1&Btr BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std REACTIONS. isize) 4=0-6-7,2=0-5-8,6=Mechanical Max Horz 2=108(LC 14) Max Uplift 4=-380(LC 21).2=-26(LC 14),6-147(LC 14; Max Gray 4=81(LC 14),2=379(LC 21),6=781(LC 21) FORCES. (lb;-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=711146 NOTES- 1)Wind ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf,BCDL=6.0psf,h=25ft Cat.II;Exp B,Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Intenor(11 1-6-0 to 5-7-12 zone;cantilever left and right exposed•end vertical left and right exposed'C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate gnp DOL=1.60 2)TCLL ASCE 7-16;Pt=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1 0,Rough Cat B;Partially Exp;Ce=1.0;Cs=1.00 Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof:ive load of 18 0 psf or 1.00 times flat root load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other roe loads. 'n 6)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0tall by 2-0-0 wide (9GINo (� PRvFeis will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections.8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 b uplift at joint(s)2 except(jt=lb) 4=380 6=147. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joints 14 87022PE 10)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 (11 - y °AjCOREGON r Q�N M&ER �`' � c°S A. HIP EXPIRES:06/30/2023 December 10,2021 A WARNING Verity design paramete-.and READ NOTES:'N THIS AND INCLUDED MITEK REFERENCE PAGE MII Ia11 rev 192027 BEFORE...SE Design valid for use only with/ATOM connectors.This design is based only upon parameters shown and Is for an indkadual building component.not a truss system Before use the building designer must verity the applicability of design parameters and property incorporate this design into the overall building Design. Bracing indicated a to prevent buckling of individual truss web andior chord members only Additional temporary and permanent bracing MITek is always required for stability and to prevent collapse wan possible personal iryury and property damage For general guidance regarding the fabrication storage.delivery erection and bracing of trusses and truss systems see ANSUTP11 Qualify Criteria.DS84D and SCSI BuNding Compon.nf 250 Klux Circle Safety information available from TruSs Plate Iiisbtule 2670 Crain Highway 5urte 203 Waldorf MD 20601 Corona.CA 92880 Job Truss Truss Type Qty Ply r POLYGON-T MORR MH 2S TRIPLEX;A) K10814629 25118 J23 Jade-Open Girder 1 1 Job Reference Ioptlonal l • Pacific Lumber&Truss Co. Lake Oswego,OR-97035 8 430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10:50 10 2021 Page 1 10.eM2ylQJm5vewge2uSY7_myz30cF-zNvNm5g MORqtRFmbl4svSRsTJGjDOhyc?TTwyA)Sx -1-6-0 1-10-15 1-6-0 1-10-15 MALE Scale-I ors 3 6 oo >? 2 s 4 NAILED LN= 2-10-8 2-10-8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 25 0 Plate Grip DOL 1 15 TC 0 17 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0 03 Vert(CTi -0.00 4-7 >999 180 TCDL 7 0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a nla BCL'_ 0 0 • Code 113C2018/TP12014 Matrix-MP Weight 9 1b FT=20% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 OF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 1 10-15 oc purling BOT CHORD 2x4 DE No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3 Mechanical,2=0-5.8 4=Mechanical Max Horz 2=50(LC 10) Max Uplift 3-13(LC 10) 2=41(LC 10) Max Gray 3=58(LC 17) 2=314(LC 17),4=42(LC 5) FORCES. h)-Max Comp/Max Ten -All forces 250(lb)or less except when shown NOTES- 1)Wind ASCE 7-16,Vult=120mph(3-second gust)Vasd-95mph TCDL-4.2psf BCDL=6.0psf;h=25ft,Cat.II Exp B Enclosed, MWFRS(envelope)gable end zone cantilever left and right exposed,end vertical left and right exposed Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7-16,Pf=25.0 psf;Lum DOL=1 15 Plate DOL=1 15);Is=1.0,Rough Cat B;Partially Exp.,Ce=1 0,Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other l ve loads 5)This truss has been designed for-a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in a areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections 8)Refer to girder(s)for truss to truss connections aaEO PROF tt 9)Provide medlanica connection(by others]of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3.2 <(,1` ss 10)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 5 LNG I NEF9 /0A 11)"NAILED"indicates 3-10d Nails(0 148"x 3') toe-nails per NOS guidelines '4. /, 12)In the LOAD CASE(S)section loads applied to the face of the truss are noted as front(F)or back(B). 870 PE LOAD CASE(S) Standard 1)Dead+Snow(balancedi Lumber'ncrease=l 15 Plate Increase=1 15 Uniform Loads(plq (n� ^ A, Vert:1-3-64,4-5=20 - 05.OREGON 1� l(i Concentrated Loads(lb) Vert:3=-21(B)8=1(B) �, 6'MBEB OS A. ‘413".. EXPIRES: 06/30/2023 December 10,2021 SNAP FANG Veiny design parameters and READ NOTES CN THIS ANU INCLUDED MITES REFERENCE PAGE MII 7473 Its 57152020 BEFORE.USE Design valid for use only with MMTekth connectors This design a based aMy upon parameters shown.and is for an individual britlinp component,not a truss system.Before use,the budding designer must venly the epptiabiny of design parameters and properly incorporate this design into the overall budding desig-.Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek. is always requi-ed for stability and to prevent 7ollapse with possible personal inryry and properly damage.For general guidance regarding the fabrication,storage.delivery,merle",and bra-i-g of trusses and buss systems,see ANSUTPIr Quality Crfterla,D5849 and SCSI BWWIng Component 250 KAg Cade Safety IMonnaeen available horn Truss Plate Institute 2870 Crain Highway Sune 703 Waldorf,MD 20801 Carona,CA 92380 Job Truss Truss Type Oty Ply 'POLYGON-T MORR MH 2S TRIPLEX(At K10814630 25118 J24 MONO TRUSS 6 1 ,Job Reference(optional) _ Pacific Lumber&Truss Co., Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries Inc Thu Oec 9 10-50-10 2021 Page 1 I D-eM2y1OJm5vewge2uSY7_m yz3OcF-zNvN m 5g W1O Rqt R F mbl4 svS R sj J Gm DO hyc?TTw_yAf Sx -1-6-0 2-10-8 1-6-0 2,10-6 -• 1 5x4 Scale-1 13.0 4 3 lam• 600 12 _` I • 2 li tee_` 5 •Sly 2-1 u-a 2 10 8 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (10c) 1/def1 Lid PLATES GRIP TCLL 25 0 Plate Grip DOL 1 15 TC 0 16 Vert(LL; 0 00 9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0 03 Vert(CT; -0 00 6-9 >999 180 TCDL 7 0 Rep Stress Inc( YES WB 0 00 Horz(CT) -0 00 2 n/a n!a BCLL 0.0 Code IBC2018fTP12014 Matrix-MP Weight 12 lb FT=20% BCDL 10 0 LUMBER. BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, BOT CHORD 2x4 OF No 1&Btr except end verticals. WEBS 2x4 DF Stud/Slid BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 2=0-5-8.6=Mechanical Max Horz 2=55(LC 13;, Max Uplift 2=-45(LC 14),6=13(LC 14) Max Gray 2=348(LC 21),6=147(LC 21) FORCES. (lb)-Max Comp`Max Ten Al forces 250{bl or less except when shown. NOTES- 1)Wind:ASCE 7-16 Vutt=120mph 13-second gust)Vasd=95mph;TCOL=4.2psf,BCDL=6.0psf;h=25ft Cat II,Exp B.Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E) 1 6-0 to 1-6-0,Interior(1)1-6-0 to 2-10-8 zone,cantilever left and nght exposed;end vertical left and right exposed.0 C for members and forces&MWFRS for reactions shown.Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-16,Pf=25 0 psf I Lum DOL-1.15 Plate DOL=1.15);is=1.0;Rough Cat B;Partially Exp Ce=1 0 Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this des gn. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord rye load nonconcurrent with any other lye loads 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit o`between the bottom chord and any other members 3 PR Op- 7)Refer to girder(s)for truss to truss connections ` is 8)Provide mechanical connection(by others?of truss to bearing plate capable of withstanding 100 b uplift at joint(sl 2 6 \�� NGI NEF Sim 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TP 1 < ) R 2-9 8 022PE y SAT OREGON 19, 4.7 ti cos A- Heck EXPIRES:06/30/2023 December 10,2021 A WARNING Venty des.3 parameter..0 REA:4:TE 5 Ch THIS AND IM_1-OEC HITEK REFERENCE PAGE M,i 74t3 rev tt192023 BEFORE LSE Design valid for use only with MITek®+onnedors This design is based only upon parameters shown,and a for an individual building component not a truss system Before use,Me buidrng designer must verily the apdicabrlM of design parameters and popery incorporate Ma design into the overall building design. Bracing indicated is Io prevent buckling or individual truss web and/or chord members only Addrtional temporary and permanent bracing MiTek• rs always required rot stability and to prevent coltapse with possible personal injury and property damage For general guidance regarding the fabrication.storage delivery,erection and bracing or trusses and truss systems.see ANSI/TPrr Quality Criteria.05049 and EMS:Bu/IWng Component 26010,900e Safety Information available bowl Truss Plate Institute.2870 Crain Highway.Suite 203 Waldod.MD 20801 Corona,CA 02880 Job Truss Truss Type Qty Ply POLYGON-7 MORR NH 2S TRIPLEX(A) K10814631 25118 J30 Jack-Closed Girder 1 1 Job Reference,optional i • Pacific Lumber&Truss Co. Lake Oswego OR-97035, 8.430 s Aug 16 2021 MITek Industries Inc Thu Dec 9 10:50-11 2021 Page 1 ID eM2yIQJm5vewge2uSY7_myz30cF-RaTI_Rh80hZhVbgz8Sb5Sf_21jarytx6rfCOTRyAjSw 2-10-8 2-10-8 1 5*4 Sole-t 1 t d 3 IA °1112 ) l 1 ►, 4 !3 NAILED 3x4= 15x4 I.4 2.10-8 2-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1 15 TC 0 12 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 017 Vert(CT) -0.01 5-8 >999 180 TCDL 7 0 Rep Stress Inc( NO WB 0 00 Horz(CT) 0.00 1 nla nla BCLL 0 0 BCDL 10.0 Code IBC2018/TP12014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, BOT CHORD 2x4 DF No 1&Btr except end verticals. WEBS 2x4 DF Stud/SId BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-5-8 5=Mechanical Max Horz 1=44(LC 9) Max Uplift 1-12(LC 10).5-31(LC 10) Max Gras 1=203(LC 16).5=265(LC 16) FORCES. (Ib)-Max Comp May Ten -A forces 250(lb)or less except when shown NOTES- 1)Wind ASCE 7-16 Vut1=12omph(3-second gust)Vasd=95mph TCDL=4 2psf;BCDL=6.0psf h=25ft,Cat.II;Exp B;Enclosed; MWFRS/envelope)gable end zone,cant lever left and right exposed;end vertical left and right exposed,Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7 16 Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15),Is=1.0;Rough Cat B,Partially Exp.,Ce=1.0;Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design 4)Thus truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 'This truss has been designed for a live load of 20 Opsf on the bottom chord in a I areas where a rectangle 3-6-0 tall by 2-0-0 wide well fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. s` s up PROFe 9)"NAILED"indicates 3-10d Nails(0 148"x 3") toe-nails per NDS guidelines. �( 10)In the LOAD CASE(S)section loads applied to the face of the truss are noted as front(F)or back(B). 0NGINE&n �Q LOAD CASE(S) Standard 7 y9� 1)Dead+Snow(balanced)Lumber Increase=1 15,Plate Increase=l 15 87022PE Uniform Loads(pll) Vert 1 2-64 2-3=-64 4-6=-20 Concentrated Loads(Ib) Vert 9=-143(F) A � rp '0),OREGON q9 4, lb"6"faER Ob. Z0 A. HEa EXPIRES:06/30/2023 December 10,2021 A,WAFNI . 'Jenfydesgn pererneters an -.d READ NOTE TH EAN.,INCLLIO£LU MITE•:REFERENCE PAGE MII 7,73 fey 5t'9/2020 di.' IIIU I 'ORL 11:. Design vald for use only with MiTek®connectors.This design is based only upon paramelers shown,and 6 for an Individual budding component,nal a wss system.Before use.the budding designer must verify lilt appticabdiry of design parameters and properly incorporate this design i-fo the overau budding design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MlTek 6 always required for slabilay and to prevent-.lapse wdh possible personal inryry and properly damage For general guidance regarding the fabrication storage de Wert'eredion and bracing oI busses and buss systems,see AMSI/TPf l Qualfy Criteria,OSa-ad and BCSI Budding Component 250 Mug Curie Safety Information available ham Truss Plate Inuitute 2870 Crain Highway Sidle 203 Waldorf MD 20601 corona,CA 92880 Job Truss Truss Type Oty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814632 25118 J31 Jack-Open 2 1 • _ Job Reference laptional) Pacific Lumber&Truss Co Lake Oswego.OR-97035. 8 430 s Aug 16 2021 MITek Industries,Inc Thu Dec 9 10.50 12 2021 Page 1 ID eM2yl0Jm 5vewge2uSY7_myz30cF-vm17BnimB?hY71P9i97L?tX617xAhKBF4Jya?IyAjSv • -1.6-0 2-6-0 7-10-15 1-6-0 2-6-0 5-4-15 Scale=1.26 0 4 f 000`12 / r 11 O J 10 9 ►. 4 2 1 CI _ 5 2-6-0 • 2-6-0 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IOC) Udell Lid PLATES GRIP TOLL 25.0 Plate Grip IDOL 1 15 TC 0.55 Vert(LL) 0.00 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.03 Verl(CT) -0.00 8 >999 180 TCDL 7 0 Rep Stress Inc" YES WB 0.00 Horz(CTI -0.00 4 n/a nia BCLL 0.0 Code IBC2018/TP12014 I Matrix-MP Weight 18 lb FT=20•. BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings Mechanical except(jl=length)2=0-5-8,5=Mechanical,3=0-4-8. (lb}- Max Horz 2=141,_C 141 Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3-105;LC 14) Max Gray All react ons 250 lb or less at joint(s)2,5 except 4=264(LC 21;.3=337(LC 21; FORCES. (lb)-Max Comp.Max.Ten -All forces 250(Ibi or less except when shown NOTES- 1)Wind ASCE 7-16.Vult=120mph;3-second gust)Vasd=95mph'TCDL=4 2psf,BCDL=6 Opaf;h=25ft.Cat II;Exp B•Enclosed MVVFRS(envelope)gable end zone and C C Exterior(2E)-1-6-0 to 1-6-0 Interior(1)1-6-0 to 7-10-3 zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16;Pf=25.0 psf;Lum DOL=1.15 Plate OOL=1 15),ISwl 0 Rough Cat B Partially Exp;Ce=1.0;Cs=1.00'Ct=1 10 3)Unbalanced snow loads have been considered forth s design 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in a I areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections Q,EQ P ROFF, 8)Refer to girder(s)for truss to truss connections. l) 9)Provide mechanical connection{by others I of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jl=lb) \J� `vNG I NF`Cn S/D2 3=10 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3 11)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 87a22PE 1 (C‘A),OREGON rti) 4ti �, k',ifBER 0.0 A. Her` EXPIRES:06/30/2023 December 10,2021 A WAR rf N Oosg-paramotars and READ NOTE".7N THI';ANC NC-l.UEO MITEK REFERENCE PAGE MII 7473 now 5:19:2020 co r OW-USF Design valid lot use only watt MITeke connectors Thrs design abased only upon parameters shown.and is for an aid ividual budding component rut a truss system Before use the building designer must verify the appdcabilrty of design parameters and property incorporate lies design info the overal building design Bracing indicated a to prevent buckling of individual trusS web and/or chord members only Additional temporary and permanent braang MiTek" a always required for stabily and to prevent collapse with possible personal injury and property damage For general guidance regarding the a, fabrication storage,deivery erection and bracing of trusses and truss systems,see ANSUI'PI1 OuNHy C.Merfa,OSBJ9 and SCSI Buriding Component 250 Ktug Cede Safety Information available horn Truss Plate Ins5tute 2670 Crain Highway Suite 203 Waded,MD 20601 L Corona,CA 92880 Job Truss Truss Type Qy Ply I POLYGON-T.MORR MR 2S TRIPLEX(A) K10814633 25118 J32 Jack-Open 2 1 1 Job Reference(optional) Pacific Lumber&Truss Co. Lake Oswego,OR•97035_ 41.430 s Aug 162021 MiTek Industries,Inc. Thu Dec 9 10:50:12 2021 Page 1 ID:eM2ylOJmSvewge2uSY7 myz30cF-vm178nimB?hY71P907L?OCBk7x9hK8F4Jya?tyAjSv -1-8-0 2.64 9-10.15 1-6-0 ( 2-6-0 i 7J-15 ) Scab•1312 5 j( $ 6.00 Fr 4 12 11 4;-% hA 3 10 �< ►—< 3 2 1.12.1= 41 1 ►� PM 3x4= 2-6.0 2-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in goo) Udell Ud PLATES GRIP TCLL 25.0 Plate Gnp DOL 1 15 TC 0.25 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7,0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 9 >999 180 BCLL Co, • Rep Stress Inc( YES WB 0.00 Horz(CT) -0.00 5 n/a Ma BCDL 10 0 Code IBC2018/TPl2014 Matrix-MP Weight 21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD 2x4 DF No 1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,6=Mechanical.3=0-4-8.4=0-1-8. (Ib)- Max Horz 2=174(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,3 except 4=-110(LC 14) Max Gray All reactions 250 lb or less at joint(s)5 2,6,3 except 4=353(LC 21) FORCES. (Ib)-Max Comp./Max Ten -All forces 250(Ib)or less except when shown. NOTES- 1)Wind ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph TCDL=4.2psf;BCDL=6.0psf.h=25ft;Cat.P;Exp B,Enclosed MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-10-3 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL.ASCE 7-16,Pf=25.0 psf(Lum DOL=1 15 Plate OOL=1 15);Is=1.0;Rough Cat B.Partially Exp.;Ce=1.0.Cs-1 00;C1=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20 Opsf 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. 7)Refer to girder(s)for truss to truss connections -.CD PROFE s 8)Refer to girder(s)for truss to truss connections. is 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4 Gj NGI NEFn �O 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3 except 9 -v (jt=lb)4=110. �� 9, 11)Beveled plate or shim required to provide full bearing surface with truss chord at jont(s)3,4. 7 22P 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 N ow y �'0T OREGON ti� 4ti '9 AMBER A1' �4 COS A. NE0 EXPIRES: 06/30/2023 December 10,2021 1 A WARNING Verify design parameters and READ NOTES ON THIS AND NCLUDEO MITEK REFERENCE PAGE MS 7473 rev 5,192020 BEFORE USE I mil Design valid for use o with MiTeA®connectors This design 6 based onlyupon ig my p pro parameters shown and b for an individual building rxr.ponem.-a1 a truss system Before use the building designer must verify the apphcabiny of design parameters and properly incorporate this design No the overall budding design Bracing indicated a to prevent bucking of nduhd rual truss web antra chord members only AddNonal temporary and permanent braan MIT g ak is always required for slabdry and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage.delery erection and bracing of trusses and buss systems,see ANSI/TPrf Qutllry Criteria,OSB-99 and SCSI Banding Component 250 Klhg C ale Safety Information available ham Truss Plate Institute.2670 Grain Highway Suite 203 Waldorf.MD 20601 Corona CA 92880 Job Truss Truss Type -Oly Ply POLYGON-I MORR MH 2S TRIPLEX IA; K10814634 25118 J33 Jack-Open '2 1 6 • Job Referenceloptanal Pacific Lumber&Truss Co Lake Oswego,OR-97035 8.430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10.50 13 2021 Page 1 ID eM2y1OJm5vewge2uSY7_myz3OcF-NybV07i0yJpPku LGteaX43G5WHOQnROJzh7XJyAjSu ► 1-6-0 2-6-0 11 10-15 1-6-0 2-0-0 • 9-4-15 Scale=t 36.4 5 D1 12 11 an a 1 S. 3x4- 2-6-0 2-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Gnp DOL 1 15 TC 0.60 Vert(LL) 0.00 9 >999 240 MT20 220/195 {Roof Snovr-25.0} Lumber DOL 1 15 BC 0.03 Vert(CT. -0 00 9 >999 180 TCDL 7.0 Rep Stress Ines YES WB 0.00 Horz(CT) 0 00 5 nfa n/a BCLL 0.0 Code 18C2018ITP12014 Matrix-MP Weight 24 b FT=20< BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechantca except(jt=length)2=0-5-8.6=Mechanical,3=0-4-8,4=0-1-8 (lb)- Max Horz 2=205(LC 14) Max Uplift All uplift 100 lb or less at joints l 5.3 except 4=-141(LC 14) Max Gray All reactions 250 lb or less al joinb;s)2 6,3 except 5=273(LC 21),4=395{LC 211 FORCES. (lb)-Max Comp!Max Ten.-All forces 250;lb:.or less except when shown. TOP CHORD 2-3=262/133 NOTES- 1)Wind ASCE 7-16,Vut1=120mph(3-second gusty Vasd 95mph.TCDL=4.2psf;BCDL=6.opsf;h=25ft Cat II.Exp B,Enclosed, MWFRS!envelope)gable end zone and C-C Exterior(2Ei-1-6-0 to 1-6-0,Interior(1)1-6-0 to 11-10-3 zone,cantilever left and right exposed end vertical left and right exposecfC-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-16,Pf=25.0 psi(Lum DOL=1 15 Plate DOL=1 15;,I5=1.0:Rough Cat B;Partially Exp Ce=1 0.Cs=1 00 Ct=1.10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof ye load of 18 0 psf or 1.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live oad nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20.0psf on the bottom chord-n all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members a,ED P ROFF 7)Refer to girder(s)for truss to truss connections <(, 0. 8)Refer to girder(s)for truss to truss connections \J 1aGI NEFn /O median Provide mean cal connection Irby others)of truss to bearing pate at joinl(si "l y 10)Provide mechanical connection;by others)of truss to bearing plate capable of withstanding 100 lb uplift at jolnbs;'5 3 except Q �� (;1=11))4-141. 87 PE 11)Beveled plate or shim required to provide fu'I bearing surface with truss chord at joint(s)3,4. 12)This truss is designed in accordance with the 2018 internal one'Building Code section 2306.1 and referenced standard ANSIfTPI 1 N CV y 4,,OREGON ti �OH 'tfBER S A. HEa�P EXPIRES: 06/30/2023 December 10,2021 '.tiARNINc. ✓enfy design peramelen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7a73 iev 5/'9202'i BEFORE i.'.0 Design valid for use only with MiTek®connectors This design is based only upon parameters shown and is for an individual building component not a truss system Before use,the budding designer roust verily lire applicability of design parameters and properly ncoiporate this design into the overall building design.Orating indicated i5 to prevent bucking of indn dual truss web andlor chord members only Additional temporary and permanent bracing MiTek is always required for stabarty and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the labrimbon,storage delivery erection and bracing o1 busses and buss systems.see ANSl/TPIf Quality Criteria,Dsads And BCSr Building Component 250 King Circle Safety Information available horn Truss Plate Institute 2670 Crain Highway.Suite 201 Waldorf,MD 20601 Corona,CA 92850 Job Truss Truss Type Qty Pry POLYGON-T MORR MH 2S TRIPLEX(A) 25118 J34 Jack-Open 1 1 K50814635 -Job Reference(optional, Pacific Lumber&Truss Co. Lake Oswego OR-97035 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 1050 14 2021 Page 1 ID:eM2ylQJm5vewge2uSY7_myz3OcF-s89tcTjticxGM2 W ga9p4lcWhwdd9EhYXcRg3tyAjSt -1-6-0 2-6-0 _ - _-- 53-7-7 1-6-0 2-6-0 11-1-7 due-1 40 I Rau '2 13 4 r A 3 r 11 t - 1 3x4 - 2-6-0 2-6-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft l!d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.29 Vert(LL) 0.00 10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.03 Verl(CT) -0.00 10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a nra BCLL 0.0 • Code BC2018/TPI2014 Matrix-MP Weight 26 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins BOT CHORD 2x4 OF No,1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing REACTIONS. All bearings 0-1 8 except(jt=length)6=Mechanical,2=0-5-8.7=MedJlanical,3=0-4-8 (lb)- Max Horz 2=232(LC 14) Max Uplift All uplift 100 lb or less at joint(s)6,3 except 4=-1 20(LC 14),5-108(LC 14, Max Gray All reactions 250 lb or less at joint(s)6,2.7,3 except 4=280(LC 21),5=350(LC 21) FORCES. (lb) Max Comp/Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-3=300/155 NOTES- 1 Wind:ASCE 7 16;Vu11=120mph(3-second gust)Vasd=95mph TCDL=4.2psf BCDL=6.opsf h=25f1;Cat II Exp B,Enclosed MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-6-11 zone,cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25 0 psf(Lum DOL-1 15 Plate DOL=1 15),Is-1 0,Rough Cat B:Partially Exp.;Ce=1 0,Cs-1 00,Ct-1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live toad nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20 Opsf 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 Gas r ROp 7)Refer to girder(s)for truss to truss connections ` S 8)Refer to girder(s)for truss to buss connections c) `__`G 1 NEt A? 19/O 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. FR # 10)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 100 lb uplift at)oint(s)6.3 except 9l (jl='b)4=120,5=108 8 i .4'PE 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4 5. 12)This truss is designed in accordance with the 2018 Intemational Building Code section 2306 1 and referenced standard ANSI/TPI - - 1' N I, �Az>,OREGON (ti 9 �MeER 11' \-% �� A. HE 2 EXPIRES:06/30/2023 December 10,2021 WARNING Verity design pararnerers and READ NOTES ON THIS AND INCLUDEDMWTEI REFERENCE PAGE MI-T473 rev srlg2020 Her ORE USE Design vale!for use only with MiTek®connectors.This design a based any upon parameters shown and a for an rid ividual budding component.not a truss system Before use,the building designer must verify the appliabity of design parameters and property incorporate this design into the overall budding design Bracing indicated a to prevent buckling of ndivdual truss web and/or chord members only Additional temporary and permanent bracing MiTek - is arrays required for stability and to prevent collapse with possible personal injury and property damage.Fe.general guidance regarding the fahrlcation storage delivery erection and bracing of trusses and truss systems.see ANSVTPII Duality CnIfada,OS84l and BCSl Building Component 250 Klug Circle Safely Information evadable from Truss Plate Insbtnle 2070 Crain Highway.Suite 203 Waldort,MD 20601 Corona.CA 92880 Job 'Truss Truss Type Oty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814636 25118 J35 Jack-Closed 7 1 Job Reference i cptionalj Patric Lumber&Truss Co Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MITek Industries,Inc. Thu Dec 9 10:50 14 2021 Page 1 ID eM2yIOJm5vewge2uSY7_myz30cF-s89tcTjpjcxGM2YYga9p4lcYowdl9EhYXcRg3tyAtSt -1-6-0 2-0-0 1-6-0 2-0-0 1 5x4 Scale=1 10.8 4 3 600fir 1 2 1.0 6 1 LA= L$M II $ 1 _ 2-0-0 2.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Men Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 15 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0 03 Vert(CT) 0.00 9 >999 180 TCDL 7.0 Rep Stress Inc( YES WB 0.00 Horz(CTI -0 00 2 n/a n/a BCLL 0.0 Code IBC2018dTP12014 Matrix-MP Weight 9Ib FT=201. BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purl ins. BOT CHORD 2x4 OF No l&Btr except end verticals WEBS 2x4 OF Stud/Sid BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. {size) 2=0-5-8,5=Mechanical Max Horz 2=411LC 13; Max Uplift 2=-471LC 14; 5=-2tLC 20) Max Gray 2=314(LC 21 I.5=62(LC 21) FORCES. (lb)-Max Comp/Max.Ten.-A forces 250 Obi or less except when shown NOTES- 1)Wind ASCE 7 16,Vutt=120mph 13-second gust)Vasd=95mph-TCDL=4 2psf;BCD.=6.Opsf h=25ft Cat I Exp B Enclosed MWFRS(envelope)gable end zone and C-C Exterior{2E)zone cantilever left and nght exposed end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL-1 60 2)TCLL ASCE 7-16,Pf=25 0 psf(Lum DOL=1.15 Plate DOL=1.15);;s=1.0,Rough Cat B,Partially Exp Ce=1 0 Cs-1 00;Ct=1 10 3)Unbalanced snow toads have been considered for thus design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 Lanes flat roof load of 25 0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads J 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24O wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. nc� PR [- 8)Provide mechanical conned on Iby others)of truss to bearing plate capable of withstanding 100 h uplift at joints;2 5 ��1`` Off`ss1 9)This truss is designed in accordance with the 2018 International Budding Code section 2306 1 and referenced standard ANSIJTP 1 \� ,NG I NEF-, spy `4-- 7 PE • r N ycV y 4j,QREGoN rah ti 9 '�eER ��, �o c�1S A. HECk EXPIRES: 06/30/2023 December 10 2021 WAR law vnrr �y do,ign parameter-and READ NOTES ON THIS AND ING UOE9 MITEK REFERENCE PAGE MI 1a7)rev 51192020 BEFORE USE Design va d for use only w4h MrTef*connectors.This design rs based only upon parameters shown,and a for an individual building component,not a buss system Belore use the building designer must verity the applicability or design parameters and properly u-corporate Me design into the overall budding design Bracing,ndealed is to prevent buckling of individual truss web ardlor chord members only Addrbonal temporary and permanent bracing MiTek a always required for stability and to prevent collapse with possible personal rnlury and property damage FOr general guidance regarding the fabrinabon rtorage delivery erection and biaong of trusses and truss systems,see ANSI/YPoI Ouelffy CrHerla,DS8-11 and 9CS1 Building Component 250 Klug Circle Safely Information avalable from Truss Plate Inshtute 2670 Crain Highway Sune 201 Waldorf MD 20601 Corona,CA 02660 Job Truss Truss Type Oly Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814637 25118 J36 Jack-Open .2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MITek Industries,Inc. Thu Dec 9 10 50.15 2021 Page 1 ID:eM2ylQJm5vewge2uSY7 myz30cF-KLjGppkfUw37_C7kNIg2cV9heKxPuhwhmGAEcCyAjSs -1-0-0 4-4-15 • 143-0 r 4-4.15 Scale-1 16.8 • 3 too(tli • 2 I Fq I 1 d PIA 4, 3x4= BOO LOADING (psf) aN SPACING- 200 CSI. DEFL. in (bc) Ydefi Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.27 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.07 4-7 >984 180 TCDL 7,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 nla n/a BCDL 10.0 Code IBC20181TPI2014 Matrix-MP Weight 17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.i&Btr TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins BOT CHORD 2x4 DF No.1&B1r BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 3=Mechanica.,2=0-5-8.4=Mechanical Max Horz 2=88(LC 14) Max Up ift 3=-45(LC 14).2=-35(LC 14) Max Grav 3=190(LC 21),2=463(LC 21),4=100(LC 5) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind ASCE 7 16 Vut1=120mph(3-second gust)Vasd=95mph,TCDL=42psf;BCDL=6.Opsf:h=25ft,Cat ll Exp B Enclosed, MWFRS(envelope)gable end zone and C-C Exterior-2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 4-4-3 zone;cantilever left and right exposed end vertical left and right exposed:C-C for members and forces&MVvFRS for reactions shown Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16.Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15);Is=1.0;Rough Cal B;Partially Exp.;Ce=1 0,Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for This design 4,This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads Si This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 woe will fit between the bottom chord and any other members.7)Refer to girder(s)for truss to truss connections �EU{n� PR Opt Si Refer to girder(s)for truss to truss connections S 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 2. j GNG I NE C �O 10)Th s truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI � v '7 # 87 22PE 9r N eN y 04j,OREGON rZO �N 000 BER A. He— EXPIRES:06/30/2023 December 10,2021 A WARNING Verily design parameters and READ hr%TE:.r:N 7HI'.ANI: NCLUDE MITEK REFERENCE PAGE Mil 7473 rev 5,19/2020 e!f ORt US! Design yard br use only with MiTek®connectors.This design is based only upon parameters shown and is for an individual building component,not a truss system.Before use the budding designer must verify the apprcabldy of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing M i1c k is always required I'•stubbly and to prevent collapse well possible personal injury and properly damage.For general guidance regarding the lubrication slorage delivery erection and bracing of busses and truss systems,see ANSUTPIf Quality Craferra,OS13-99 and BCSI Building Campania! 250 Hug Cvde Safety Information evadable from Truss Plate Irrshtule 2070 Crain Highway Surte 201 Waklorl,MD 20e01 Corona.CA 925710 Job Truss Truss Type Qty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814638 25118 J37 Jack-Open 1 1 _jJob Reference,optional) Pacific Lumber&Truss Co. Lake Oswego,OR-97035 8 430 s Aug 16 2021 MITek Industries,Inc. Thu Dec 9 10-50.15 2021 Page 1 ID:eM2yIQJm5vewge2uSY7_myz3OcF-KLjGppk(Uw37 C7kNIg2cV9f7KvtuhwhmGAEcCyAjSs -1-6-0 55-0 _ 1-6-0 5-5-4 Scale=1 19 3 3 9 6 i r 4 1 6-04i _{ 6-0 a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Gnp DOL 1.15 TC 0.43 Vert(LL) -0.07 4-7 >999 240 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0 29 Vert(CT; -0 11 4-7 >633 180 TCDL 7.0 Rep Stress Inc( YES WB 0 00 Horz(CT) 0 00 2 nla n/a BOLL 0.0 Code IBC2018/TP12014 Matrix-MP Weight:19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.t&Btr TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins. BOT CHORD 2x4 DF No.1&Blr GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ?size) 3=0-1 8 2=0-5-8,4=Mechanical Max Horz 2=104(LC 14) Max Uplift 3=-61tLC 14),2-381LC 14) Max Gray 3=235(LC 21),2=446(LC 21),4=104(LC 5) FORCES. l lb -Max Comp'Max Ten. All forces 250(lb)or less except when shown NOTES- 1)Wnd ASCE 7-16 Vult=l2omph 1.3-second gust)Vasd=95mph:TCDL=4.2psf,BCDL=6 Opsf,h=25ft Cat I' Exp B,Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1.6-0,Interior(1)1.6-0 to 5-4-8 zone,cantilever left and right exposed end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7 16.P1=25 0 psf(Lum DOL=1.15 Plate DOL=1.15);15=1.0;Rough Cat B Partially Exp.Ce=1 0 Cs-1 00 C1=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 limes flat roof load of 25 0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other ve loads 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girderl;s)for truss to truss connect ons aEti PRQp-r�s 8)Provide mechanical connection(by others,of truss to bearing plate at joint(s)3 rig 9)Provide mechanical connection Iby others;of truss to bearing plate capable of withstand rig 100 b uplift at pinb;si 3.2 �GJ NG I NEF 49 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3 y 11)This truss is designed.n accordance with the 2018 International Bu:ding Code section 2306 1 and referenced standard ANSLr rP Q 1 87 22P N cki "- 9 4j,OREGON rt9 4, Or, M8ER >> \,S A, HER�P EXPIRES:06/30/2023 December 10 2021 1 O WARNING Verily design pa•ameten and REA_,MOTES ON THIS AN^INC_.IED MITEK REFERENCE PAGE MII-7a73 rev 5r19 2020 BEFoxv une — Design valid for use orgy with MiTek®connectors.This design is based only upon parameters Shawn and is for an irdividual budding component,not111111 a truss system Belpre use the building designer most verify the applaabd,ty of design parameters and properly incorporate this design into the overall Waring design Bracing indicated a to prevent buck rig Of individual truss web andfor Obeid members only Additional temporary and permanent bracing �Y�wITek 1 rs always required for stabitny and to prevent collapse with possible personal injury and property damage For general guidance regarding the 11 R labricatian storage delivery erection and bracing of trusses and truss Systems.see ANSVTPH 4uailfy Criteria,DSB-19 and BCS1 Building Component 250 Klug Cade Safety Information available horn Truss Plate Institute 2670 Cram Highway.Stine 203 Waldo,/MD 20801 Corona,CA 92880 Job Truss I Truss Type TOY Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814639 ,25118 J38 Jack-Open t1 1 Job Reference(optional) _ Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10.50.16 2021 Page 1 ID:eM2y10Jm5vewge2uSY7 myz30cF-oXHel91HFEB_cMrwx7BH9jhpgkE4d8Ar?wwn8eyAjSr -1-6-0 5-10-15 1-6-0 - — 5-10-15 Scale`1.204 3 CY too 1l+.:s[� 2 yM= 4 F_ 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 51 Vert(LL) -0.09 4-7 >838 240 MT20 220/195 {Roof Snav 25.0} Lumber DOL 1.15 BC 0 36 Vert(CT) -0.13 4-7 >533 180 TOOL 7 0 Rep Stress Incr YES W13 0 00 Horz(CT) 0.00 2 n/a nla BCLL 0 0 • Code IBC2018ITP12014 Matrix-MP Weight:201b FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.18Blr TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 OF No.18Blr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=0-1-8,2=0-5-8,4=Mechanical Max Holz 2=111(LC 14) Max Uplift 3-68(LC 14) 2=-40(LC 14; Max Gray 3=253(LC 21) 2n467(I C 21} 4=106(LC 5) FORCES. .lb)-Max.Comp(Max.Ten.-All forces 250(b)or less except when shown NOTES- 1)Wind ASCE 7-16;Vutt=120mph(3-second gust)Vasd=95mph.TCDL=4.2psf:BCOL=6.0psf;h=25ft,Cat II Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-10-3 zone,cantilever left and right exposed;end vertical left and nght exposed;C-C for members and forces&MVUFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-16;P1=25 0 psf(Lum DOL=1.15 Plate DOL=1 15);Is=1.0;Rough Cat B,Partially Exp.,Ce=1 0;Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times Oat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord ive load nonconcurrent with any other live loads 6)'Thrs truss has been designed for a live load of 20.Opsf 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 arty other members 7)Refer to girder{s)for truss to truss connections. co) PR OFF S 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. <(, s 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 'y NGI NEFn 'O 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3 V v 'V 11)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI Q 87 PE 9c' N AN y 4,,OREGON el, 4, 9C��s'N8ER >��P`S* A. HEA EXPIRES:06/30/2023 December 10,2021 f ) A WARNING Verily design parameters and READ NOTES r:N'MI:,AND NCLUDED MI TEK REFERENCE PAGE MII 7473 rr• 5/19/2020 r'. 1 ORr USI Design valid for use only with MITekB,connectors.This design is based only upon parameters shown.and is lox an individual building component,not a buss system Before use.the!wading designer must verity the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of ndiidual truss web andlar chord members only Additional temporary and permanent bracing M iTe k is allays required for sturdily and io prevent collapse wen possible personal injury and properly damage Far general guidance regarding the fabrication storage.defvery.erection and dac.g Si trusses and truss systems.see AH51/17.11 Quality Catena,O58-p8 and SCSI Building Component 250 Klug Cale Safety Information available from Truss Plate Institute.2670 Crain Highway.Suite 203 V10Nod MD 20601 Corona,CA a2880 Job Truss Truss Type thy Ply r POLYGON-T MORR MH 25 TRIPLEX(A) 7 K10814640 25118 J39 Jack-Open 2 1 _ Job Reference!optional) 1 Pacific Lumber&Truss Co. Lake Oswego,OR-97035 8.430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10:50:17 2021 Page 1 ID eM2yIQJm5vewge2uSY7 myz30cF-Gjg0EUmv0XK.DWH7VjiWwE?28bZMbO_DafLg4yA1Sq -1-6-0 6-0-0 7_10.15 I 1-6-0 6-0-0 1-10-15 Scale=126 4 4 3 tij 630 12 CI i0 ; w4 - " p 10 1t 3 ti �a 6-0-0 6-0-0 • LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 41 Vert(LL) -0.06 5-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.28 Vert(CT) 0 11 5-8 >660 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 000 3 n/a n/a BCLL 0.0 BCDL 10.0 • Code IBC2018ITP12014 Matrix-MP Weight:23 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 DF No.t&BIr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 DE No.1&B1r DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-5-8,5=Mechanical 3-0-3-0 Max Horz 2=140(LC 14, Max Uplift 2=23(LC 14'r.3=125(LC 14,- Max Gray 2=381;LC 21,,5=106(LC 5) 3=472'C 211 FORCES. (lb)-Max Comp'Max Ten -All forces 250;Ibi or less except when shown NOTES- 1)Wind ASCE 7-16 Vult=120mph 13-second gust)Vasil=95mph.TCDL=4 2psf,BCD"=6 Opsf.h=25ft.Cat II Exp B,Enclosed MWFRS(envelope)gable end zone and C-C Exlerlor(2E. 1-6-0 to 1-6-0 Interion 1 i 1-6-0 to 7-10-15 zone,cantilever left and right exposed,end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16,Pf=25 0 psf(Lum DOL=1 15 Pate DOL=1 15) Is=1 0,Rough Cat B,Partially Exp Ce=1 0 Cs=1 00 Cl=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof ye load of 18 0 psf or 1 00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord•n all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi fit between the bottom chord and any other members p 7)Refer to girder(s)for truss to truss connections GQccD r RO n 8)Provide mechanical connect on(by others)of truss to beanng plate capable of withstand ng 100 lb uplift at joint)si 2 except(jt=1b) �`�F Ffnil 3=125 - NGINE-E. 6>0 9)Beveled plate or shim required to provide full bearing surface with truss chord at:oinks)3 w� v T 10)This truss is designed n accordance with the 2018 International Bu Iding Code section 2306 1 and referenced standard ANSI/TPI 4r 870 PE p< N , i s.9 <AT OREGON f19 4ti 9On FMaER \\1 �-a S A. HEC; EXPIRES:06/30/2023 December 10,2021 A WARNING Venty desist parameters and READ NOTES eN THIS AND INC.UDEC MITEK REFERENCE PAGE Mil 7473 ran 5/1 a11UN lit r CRr USE 1 Design valid for use only with MITek®connectors This design is based only upon parameters shown and is for an individual building component.not a huts system Before use the building designer twist verity the applicability of design parameters and property incorporate this design into Me overall binding design. Bracing indicated is to prevent buckling of individual truss web anNor chord members only Additional temporary and permanent bracing MiTek 4 always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncanon storage deavery erection and bracing of busses and buss systems,see ANSUUTPf1 quality Criteria,DSB-89 and BCSI Building Component 250 Kiug Cycle Saferylnronnstlori available horn Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf.MD 20601 Corona,CA 32860 Job -Truss Truss Type city rly POLYGON-T MORR MN 2S TRIPLEX(Ai • K10814641 25758 J40 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co Lake Oswego,OR-97035. 8 430 s Aug 162021 MiTek Industries Inc Thu Dec 910.5017 2021 Page 1 ID-eM2yI0Jm5vewge2uSY7_myz30cF-Gjg0EUmvOXKrDNM7ls WwE?78bYMbC1 DafLg4ylySq -1-6-0 6-0-0 9-10-15 1-6-0 6-0-0 + 3.10.15 Scae 1 30 5 600.12 12 11 !IA 10 .21 3x4 -- 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.06 6-9 >999 240 MT20 220/195 (Roof Sno r25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.11 6-9 >659 180 TCDL 7 0 Rep Stress Inc: YES WB 0.00 Hofz(CT) 0.00 4 nia n!a BCLL 0.0 • Code IBC20181TPI2014 Matrix-MP Weight 26 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&BIr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No 1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 0-5-8 except(jt=length)6=Mechanical,3=0.3-0,4=0-1.8. Ib:- Max Harz 2=171(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2,3 4 Max Gray All reactions 250 lb or less al joint(s)6.3 except 2=372(LC 21),4=378(LC 21) FORCES. (lb)-Max Comp Maxr Ten.-All forces 250 I lb;or less except when shown. NOTES. 1)Wind ASCE 7 16 Vult=120mph(3-second gust)Vasd=95mph.TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat III Exp B Enclosed; MWFRS ienvelope)gable end zone and C-C Exterior(2Ei-1-6-0 to 1.6-0,Interior(1)1-6-0 to 9-10-15 zone;cantilever left and right exposed end vertical left and right exposed-C-C for members and forces&MWFRS for reactions shown'Lumber DOL=1 60 plate grip DOL-1 60 2)TCLL ASCE 7 16 P1=25 0 psi(Lum DOL=1.1 S Plate DOL=1.15),15=1.0;Rough Cat B,Partially Exp.;Ce=1 0;Cs=1 00'Ct=1.10 3)Unbalanced snow loads have been considered for th s design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20.Opsf 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. 7)Refer to girder(s)for truss to truss connections Q PR c 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4- �f�E� OF`ss 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 3 4 ICJ 4 NG I NEFn /O 10)Beveled plate or shim required to provide full bearing surface wrth truss chord at joint(s)3,4. S1 ` 9 y 11 I This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI.FTPI 1 Q 870 PE N cv 9 OREGON r1° � AT 94 FMeER � �� OS A. HE.C;NO EXPIRES:06/30/2023 December 10,2021 Q WAAMNG Veoty[1,119D pnrnrneters and READ NOTES ON THIS AND INCIUDEO MITEK REFEvENCE PAGE MI•7473 rev 5/19202C B!r OR!.USE Design valid for use only with MtTe619 connectors.This design a based only upon parameters show- and is for an individual building component not a truss system Before use,the building designer must verify the appbcabibty of design parameters and properly incorporate this design into me overall budding design Bracing irwicaied 6 to prevent buckling of indvauai truss web andlor chord members only Mdetonai temporary and permanent bracing MiTek' is always required for stability and to prevent colapse with possible personal injury and property damage For general guidance regarding the tabriaoon storage delvery erection and bracing of trusses and truss systems see ANSl/TP11 Qualify Criteria,DS0-ia and tics,Building Component 250 Klug Cede Sal at Information avertable horn Truss Plate trisaiwte,2670 Crain Hghway Suite 203 Waldorf MD 20601 Corona.CA 92850 Job 'Truss Truss Type Qty Ply POLYGON-T MORR MH 25 TRIPLEX(A) K10814642 25118 J41 Jack-Open 2 1 Job Reference] lional) _ Pacific Lumber&Truss Co_ Lake Oswego,OR-97035 8 430 s Aug 16 2021 MITek Industries,Inc. Thu Dec 9 10:50:18 2021 Page 1 ID eM2yI0Jm5vewge2uSY7myz30cF-kw00SgmXnrSirgsJ3GDIE8nBbXy852g7SEPuCXyAjSp -1-6-0 6-0-0 11-_10-15 1-6-0 6-0-0 5-10-15 Scale=1 35.5 6 5 jf 600 t? 72 4 3 2 11 us 7 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.36 Vert(LL1 0.05 7 10 -999 240 MT20 220/195 (Roof Snoww25.0) Lumber DOL 1 15 BC 0.25 Vert(CTI -0 10 7-10 -710 180 TCDL 7.0 Rep Stress Inc" YES WB 0.00 Horz(CT) -0.00 5 n/a nla BCLL 0.0 • Code IBC2018/TP12014 Matrix-MP Weight 29 lb FT=20% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. All bearings 0-1-8 except Qt=length)2=0-5.8,7=Merhanical,3=0.30. (lb)- Max Horz 2=202(LC 141 Max Uplift All uplift 100 b or less at joint;s)4 5 except 3=-102(LC 14) Max Gray All reactions 250 lb or less at.oint(s)7 4 except 2=363'LC 1) 3=265(LC 21),5=378(LC 21; FORCES. (lb)-Max Comp/Max Ten -Al forces 250(lbl or less except when shown. NOTES- 1)Wind:ASCE 7-16 Vutt=120mph 13-second gust)Vasd=95mph;TCDL=4.2psf,BCDL=6.0psf,h=25t1'Cat.II;Exp B,Enclosed, MWFRS(envelope)gable end zone and C-C Exterior;2E)-1-6-0 to 1-6-0 •nterior(11 1-6-0 to 11-10-15 zone;cantilever left and right exposed;end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15) Is=1.0,Rough Cat B-Partially Exp;Ce=1.0 Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of men roof live oad of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs nonconcurrent with other ive loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20 Opsf 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 7)Refer to girder(s)for truss to truss connections �Ep PROp&. 8)Provide mechanical connection(by others;of truss to bearing plate at joint(s)4,5. 9)Provide mechanical connection(by others,of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) �j NG 1 NEF .10 3=102. # 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 11)This truss is designed in accordance with the 2018 International Bulkl,ng Code section 2306.1 and referenced standard ANSUTPI 870 PE N ,\fL �qj,OREGON tiJ /H 9 FMeER >>, v\O c°S A. HEa‘'P EXPIRES: 06/30/2023 December 10,2021 WARiliNG ve-rfy Design parameters and READ NOTES c:N THl:ANN NCLIAEO MITEK REFERENCE PARE Mil 7473 rev 5/19/2020 BEFORE USE Design vaild tot use only with MiTek6 connectors The design a based only upon parameters shown,and a for an individual building component not a truss system.Before use the budding designer must verity the applicability of design parameters and property incorporate this design into Me overall budding despn Bracing indicated fs 10 prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek" us always required for stability and to prevent colapse with possible personal injury and property damage For general guidance reps rang the fabrication,storage debery erection and bracing of trusses and cuss systems.see ANSUrP/1 Ouaiity Creeds,DSB-.9 and BLS!Building Component 250 mug Cirde Safely Inlonnatfon available horn Truss Plate Institute 2870 Cram Highway Sune 203 Waldorf MD 204301 Corona,CA 92880 Job Truss Truss Type 10ty 'Ply POLYGON-7 MORR MH 2S TRIPLEX(A) 25118 J42 Jack-Open 2 1 K10814643 ,Job Reference loptional; Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10 50 19 2021 Page 1 IDeM2yIOJm5vewge2uSY7_myz3OcF-C6ymfAn9X9a2TpRV. _nLJLKxHNgVwHhu8RlzyAjSo •1.6-0 _ 6-0-0 13-10-15 1-6-0 6-0-0 7-10.15 Scale=1.40.6 7 53 5 6.111151 4 3 � 14 Ztri • 3x4 - 6-0-0 6-0-0 _— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.36 Vert(LL) -0 05 8-11 >999 240 MT20 2201195 (Root Snowy-25.0) Lumber DOL 1 15 BC 0.25 Vert(CT) -0.10 8-11 :-710 180 TCDL 7 0 Rep Stress Inc( YES WB 0.00 Horz(CT) -0 00 6 n/a n/a BCLL 0 0 • Code IBC20181TP12014 Matrix-MP Weight 32 lb FT=20% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purtins BOT CHORD 2x4 DF No 1&8tr BUT CHORD Rigid ce ng directly applied or 10-0-0 oc bracing REACTIONS All bearings 0-1-8 except(jt=length)2=0-5-8,8=Mechanical, (lbl- Max Horz 2=233(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,5.6 except 3=-102(LC 14) Max Gray All reactions 250!b or less at joint(s)8,3 4.5 except 2=363(LC 1).6=378(LC 21) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 2-3=260/133 NOTES- 1)Wind:ASCE 7-16.Vutt=l2omph(3-second gust)Vasd=95mph TCDL=4.2psf;BCDL=6.0psf;h=25ft,Cat.II Exp B;Enclosed, MWFRS;envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0 Interior(1)1-6-0 to 13-10-15 zone;cantilever left and right exposed,end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16,Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15):Is=1 0.Rough Cat B Partially Exp,Ce=1.0;Cs=1 00;Ct=1.10 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 limes flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads 6)'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. Gi D P R QF��1s 7)Refer to girder(s)fix truss to truss connections `` L) 8)Provide medlanical connection(by others)of truss to bearing plate at joint(s)4,5,6. ICJ !NG 1 N EFn /0 9)Provide medlanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4.5,6 except 7 2 (j1=1b)3=102 .7 10)Beveled pate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5.6 87 22P i 1)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI(TPI 1 N y %u OREGON r14 ' lti 9 FMBER 11" 49 c°S A. HEai'P EXPIRES: 06/30/2023 December 10,2021 A WARNING Venty design parameters and READ NOTES ON THIS AND INCLUDED MITE4 REFERENCE PAGE MI 7473 rev 5/192020 BE=ORE USE Design valid for use only with MaTekd7 connectors.This design is based only upon parameters shown.and Is for an individual buildirq component.not1111 a cuss system Before use the budding designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M Tek A always required Mr stability and to prevent collapse with possible personal injury and property damage-For general guidance regarding the fabrication.storage delivery erection and tnacng of trusses and truss syslerra,see AHSUTPff Quality Calorie,DS849 and SCSI Building Component 250 King Circle Safely rnfermadon available hoer Truss Plate In501ute.2670 Crain Highway,Surte 203 Wablol,MD 20607 Corona,CA 92660 Job 'Truss Truss Type City Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814644 25118 J43 Jack-Open 2 1 • _ _ _ Job Reference Optional) Pacific Lumber&Truss Coy Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10.50'19 2021 Page 1 ID eM2y10Jm5vewge2uSY7_myz30cF-C6ymfAn9X9aZTpRVc71 nULKxHNgVwHhu6RlzyAjSo • -1-6-0 6-0-0 15-10-15 1-6-0 6.0-0 9-10-15 Scale 1 461 8 7 Ids i nn 12 9 4 o as 13 j"_r 2 - i 3z4 6-0-0 6-0-0 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Ildefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.36 Vert(LLI -0 05 9-12 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 025 Vert(CTi -0 10 9-12 >710 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz;CT) -0,00 7 n/a n/a BCLL 0.0 Code BC2018/TP12014 Matrix-MP Weight,351b FT•20% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bir TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF No.1&Btr BOT CHORD Rigid ce ng directly applied or 10-0-0 oc bracing REACTIONS. All bearings 0-1-8 except(jt=length's 2-0-5-8 9=Mechanical,3=0-3-0 (Ib)- Max Horz 2=265(LC 14; Max Uplift A'I uplift 100 lb or less at o nt(s)4,5 6,7 except 3-102(LC 14) Max Gray All reactions 250 lb or less at joinl,$)9,3 4 5 6 except 2=363(LC 1 y,7=378;LC 21) FORCES. (Ib)-Max Comp./Max Ten -A forces 250(orb)or less except when shown. TOP CHORD 2-3-303/157 NOTES- 1)Wnd ASCE 7 16,Vufl=120mph(3-second gust)Vasd=95mph TCDL=4 2ps1,BCDL=6 Opsf,h=25ft;Cat II Exp B Enclosed; MWFRS(envelope;gable end zone and C-C Extenor(2El-1-6-0 to 1-6-0.Intenor(1(1-6-0 to 15-10-15 zone,cantilever left and right exposed end vertical left and right exposed C-C for members and forces&M WFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7-16.Pf=250 psf ILum DOL=1 15 Plate DOL=1 15).Is=1 0 Rough Cat B.Partially Exp.,Ce=1.0;Cs-1.00,Ct=1.10 3)Unbalanced snow loads have been considered forth s design 4)This truss has been designed for greater of m.n roof live load of 180 psf or 100 lines flat roof load of 250 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads 6)'This truss has been designed for a live load of 200psf 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 at() PROpC p-n 7)Refer to girden;s;for truss to truss connections f(,r 1J 8)Provide mechanical connection;by others;of truss to bearing plate at,ont(s)4.5.6 7 �5 !it1GINE6- /Q 9)Provide mechanical connection I by others;of truss to bearing plate capable of withstanding 100 lb uplift al joint(s)4,5 6,7 except (jt=1b)3=102 p` 10)Beveled plate or shim required to provide ful bearing surface with truss chord at jointls)3,4,5,6.7 870 PE 11)This truss is designed in accordance with the 2018 ntemational Building Code section 2306 l and referenced standard ANSI/TPI 1 rid y 4),OREGON ti9 "PO FMB ER �� c°s A. HE- - �P EXPIRES: 06/30/2023 December 10,2021 �'NARtrN. '.!-'lf desgr parameters and READ NOTES ON THSr.hO INCLUDED MnTEMvLI EVINCE"AGE Mil-7473 rev 51190020 VIE'ORE USE. 1 Design valid for use only web MrTek®connectors.This design is based only upon parameters shown,and its for an individual bulking component.eel a truss system Before use the building designer must verify the applicability of design parameters and property incorporate this design onto die overall building Peskin.Bracing indcoled is to prevent buckling of individual truss web andfor chord members only Additrwal temporary and permanent braorg MITek es always required for stabdey and to prevent collapse with possible personal injury and properly damage For general guidance regarding the fabrication storage delivery erection and bracing of trusses and truss systems,see ANSI?PII Quality Crkarra,OSa19 and SCSI Building Component 250 Kiug Circle Safety rnfom.flon avarable boor Truss Pale Institute 2e70 Crain Highway Suite 203 Waldorf.MD 20601 Corona.CA 92680 Job Truss Truss Type Qly Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814645 25118 J44 Jack-Open 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10.50;20 2021 Page 1 ID.eM2yIQJm5vewge2uSY7 myz30cF-gtW9sWontSiO4zOhArGDJZsW4LdcZyAOwYu?HPyAjSn . -1-6-0 4-0-0 17-1045 ' 1-6-0 I 6-0-0 I 11-10-15 Scale=1.51 4 8.00 IV 10 9 17 8 g 16 3.4 7 . 6 • 5 - O 4 di 3 Id 0 0 15 1in 11 3x4= F 6-0-0 6-0-0 LOADING (psf) SPACING. 2-0-0 • CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 11-14 >999 240 MT20 220/195 (Roof Snovr25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.10 11-14 >710 180 TCDL 70 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 9 n/a n/a BCLL 0.0 • Code IBC20181TPI2014 Matrix-MP Weight 38 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pi/dins BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,11=Mechanical,3 3-3-0. nit l b)- Max Harz 2=296(LC 14) ��C-nn U P R OFFS Max Uplift All uplift 100 lb or less at joint(s)4,5.7.8,9 except 3=102(LC 14) ��' 44G I N F Te F,9`V,") Max Gray All reactions 250 lb or less at joint(s)11 3.4,5,7,8 except 2=363(LC 1),9=378(LC 21) FORCES. (Ib)-Max Comp./Max.Ten,-Airforces 250(Ib)or less except when shown c.0 870 PE TOP CHORD 2-3=-346/181 3-0=-265/128 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B Enclosed; N ty MVWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,interior(1)1-6-0 to 17-10-15 zone.cantilever left and right IN�A OREGON O �(/N exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 9 T �, grip DOL=1E � 7-16; Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);I5=1.0;Rough Cat B;Partially Exp-;Ce=1 0;Cs=1.00;C1=1.10 00.0 M&E R 11 �O 2)TCLL ASCE 3)Unbalanced snow loads have been considered for this design. A. HE'- 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES:06/30/2023 6)'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 lit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,7,8,9. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 5.7 8 9 except (jt=b)3=102 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3 4,5,7,8,9 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 December 10,2021 Nil A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUOLD MI rtl REFERENCE PAGE MII 7e73 re. 5r19f11720 BEFORE USE Design valid for use only with Mire,*connectors This design is based only upon parameters shown and is for an udrvdual b-.Idir.g component not a truss system.Before use the budding designer must verify the applicabury of desrgn parameters and properly incorporate this desk).was the everal budding design Bracing indicated es to prevent budding of individual truss web endear chord members only.Additional temporary and permanent bracing M I le k is always required for slabdily and to prevent m4pse with possible persa-al injury and properly damage.For general guidance regardrrq lime latxrabon storage delivery.erection and braving or trusses and buss systems.see ANSI?Plf Quoddy CHIMa,058-99 and BCSI Building Component 250 Mug C+de Sally Irrformadon available from Truss Plate Institute.2870 Cram Highway Suite 203 Waldorf MO 20801 Corona CA 92880 Job Truss Truss Type TOIy 'Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814646 25118 J45 Jack-Open 2 1 Job Reference(optional)._ Pacific Lumber&Truss Co, Lake Oswego,OR-97035 8 430 s Aug 162021 MiTek Industries,Inc. Thu Dec 9 10:5021 2021 Page 1 I D.eM 2yIOJm 5vewge2uSY7_myz30cF-8V4X4spP3mgGi7 bukYn S smPhq lzr l POa8CdYpsyA4Sm -1-6-0 6-0-0 _ 19-10-15 1$A 6-0A 13-10-15 Scale- 156 7 11 00 12 10 _ 9 $ 17 8 3e1 7 6 $ •• 4 aa d 3 t6 s1 ? d 1 r7 3x4 = 6-0-0 6A it LOADING ;psQ SPACING- 2-0-0 CSI. DEFL. in iloc) 11def Ud PLATES GRIP TCLL 250 Plate Grip DOL 1 15 TC 0.36 Verl(LL) -0.05 12-15 >999 240 MT20 220/195 (Roof Sno r-25 0) Lumber DOL 1 15 BC 0.25 Vert(CT) 010 12-15 >710 180 TCDL 70 Rep Stress Ina YES WB 0.00 Horz(CT) 0 01 10 n/a n/a BCLL 00 • Code IBC2018/TP12014 Matnx-MP Weight:41 lb FT=20% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. SOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except(p=length)2=0-5-8 12=Mechanical.3=0-3-0. (Ib)- Max Horz 2=3271C 14) Max Uplift Al uplift 100 lb or less at Joint(s)4 5 7.8 9 10 except 3=102(LC 14) Max Gray Al reactions 250 lb or less at joints;12 3.4.5 7,8,9 except 2=363(LC 1),10=385(LC 21) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib;or less except when shown. TOP CHORD 2-3=389/204 3-4=308/152,4-5=2661129 NOTES- 1)Wind:ASCE 7-16;Vuit=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf;BCDL=6.opsf;h=25R;Cat.II,Exp B;Enclosed, MWFRS(envelope)gable end zone and C-C Extenor(2E)-1-6-0 to 1-6-0.Interior:1)1-6-0 to 19-10-15 zone,cantilever left and right exposed;end verlira:left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL-1.60 plate grip DOL=1 60 2)TCLL ASCE 7-16 Pf=25.0 psf(Lum DOL 1.15 Plate OOL=1 151 Is=1 0.Rough Cat B;Partially Exp.,Ce=1.0;Cs=1 00,Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord.n all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members �EQ PROFF 7)Refer to girder(s)for truss to truss connections S 8)Provide mechanical connection(by others)of truss to bearing plate at joints)4,5,7,8,9, 10. \�� f�G i NE - s�O 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,7 8 9 10 except(jt=lb)3=102. fit' 10)Beveled plate or sh m required to provide full bearing surface with truss chord at joint(s)3.4,5,7,8,9,10 87 22PE 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIJTPI 1 cV OREGON (y) 41 C��S'�BER \N4P�O A. He- EXPIRES: 06/30/2023 December 10,2021 v:a.PNiN verily des.yn parameters and READ NOTES ON T-:S&t.O INCLUDED MITE,PEEERENCE RAGF IA•'173 rev Sl1:rNN Nr r DPE USF Mil Design valid for use only with MITeke connectors This design a based only upon parameters shown.and a In,an individual building-omponenl not a tons system Before use,the building designer must verify me appikublity of design parameters and properly incorporate th6 desig-info Me overall f� budtlug design Bracing indicated a to prevent buckling of indra dual truss web and/or chard members only Additional temporary and permanent bracingM Wok ek is always required for stabltty and to prevent collapse with possible personal awry and property damage For general guidance regarding the fabrication storage,delivery.erection and dating of busses and truss systems,see ANSI/TM!Quality Criteria,DS8-D0 and SCSI Beildlrtp Component 250 Mug Circle Safety Inromralon available from Truss Plate Irrsdute 2670 Crain Highway Sate 203 Waldorf MD 20601 Corona.CA 02660 Job Truss Truss Type Oty Ply POLYGON-T MORR MH 2$TRIPLEX{A) K10814647 25118 J46 Jack-Open 1 1 Job Reference(oplionali Pacific Lumber&Truss Co.. Lake Oswego OR-97035, 8,430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 910:50:22 2021 Page 1 ID:eM2yIQJm5vewge2uSY7_myz3OcF-dhevHCp2g4y7KHA41G I hP_xpT9Gt1 sijNsN6LIyAJSI -1.60 6-0-0 144 1-6-0 6-0-0 .18 Scale=1 22 2 3 4 ld I 6iD0r2 10 - 9 2 1 .�. 6-0-0 6-0-0 Plate Offsets(X,Y1-- 12.0.2-0,Edgej LOADING (psf) SPACING. 2-0-0 CS!. OEFL. in (loc) IldeN Lid PLATES GRIP {Roof Snow=25.0) Plate Grip DOL 1.15 IC 0.55 Vert(LL) -0.09 5-8 >755 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.15 5-8 >491 180 Rep Suess Ina YES W8 0.00 HOrz(CT) 0.00 2 Na Na BCLL 9.0 Code IBC2018/TP12014 Matrix-MP Weight 20 lb FT=20% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins BOT CHORD 2x4 DF No.1&81r BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ;sae) 2=0-5-8,5=Mechanical,3=0-3-0 Max Horz 2=120(L.0 14) Max Uplift 2=-39(LC 14),3=79(LC 14) Max Gray 2=458(LC 21),5=108(LC 5),3=293(LC 21) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown NOTES- 1)Wind ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph:TCDL--4.2psf,BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Intenor(1)1-6-Oto 6-4-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1 15),Is=1,0.Rough Cat B.Partially Exp..Ce=1.0;Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live bad of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)*Th s truss has been designed for a live load of 20 Opsf 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, 7)Refer to girder(s)for truss to truss connections. r 1 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)2 3 \cJ) a NGl NEen s'o 9)Beveled plate or slim required to provide full bearing surface with truss chord at joitt(s)3. 7 y 10)This truss is designed in accordance with the 2018.ntematianal Building Code section 2306,1 and referenced standard ANSI/TPI 8 22PE r F CV '4y SAT OREGON rye �N 9 �eEeER >' rose ;N- A. HE EXPIRES:06/30/2023 December 10,2021 � f A WARNING Verify design pararnele'_and 1EAD. INCLUDED MITEK REFERENCE PAGE Mil 7473 rev 5/19/2020 BEFORE USE Design valid for use only with MiTek®connectors Thes design w based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the budding designer must verily Me apphcab day of design parameters and properly incorporate this design Into the overall burdug design Bracing indicated Is to prevent budding of indrvidual truss web ardior chord members only Additional temporary and permanent bracing MiTek' n always required for stabday and In prevent collapse well possible personal injury and properly damage Pm general guidance regarding the fabrrcatu-,.storage delivery.erection and bracing of trusses and buss systems,see ANSlfrPhf Quality Criteria,05849 and BCS?Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.2670 rra In Hghway Suite 203 Waldorf MD 20601 Corona,CA 92680 Job Truss Truss Type thy Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814648 25118 J47 Jack-Open 11 1 1 Job Reference 1 clionali Pacific Lumber 8 Truss Co Lake Oswego.OR-97035 8.430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10:5022 2021 Page 1 ID:eM2ylQJm 5vewge2uSY7_myz3OcF-dhevHCp2g4y7 KHA41GIhP_xgF9Hd 1 sf)NsN6Li yA S1 -1.6-0 6-0-0 7 1.12 1-6-0 6-0-0 --- 1-1-12 Scale=1 24.3 4 • 3 - d 800;12 10 a d 9 dux 3114 6 C, LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) IIdeft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 50 Vert(LL) -0.08 5-8 >880 240 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0 35 Vert(CT) 0 13 5-8 >544 180 TCDL 7.0 Rep Stress Inc,- YES WB 0 00 Horz(CT) 0.00 2 n/a rl/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MP Weight 21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 DF No.1&BIr BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. size) 2=0-5-8,5=Mechanical,3=0-3-0 Max Horz 2=129(LC 14) Max Uplift 2=-32(LC 14),3=-100(LC 14) Max Gras 2=418(LC 21),5=107(LC 5),3=376(LC 21) FORCES. (lb)-Max Comp!Max Ten -All forces 250(lb)or less except when shown NOTES- 1)Wind ASCE 7-16 Vutt=120mph(3-second gust)Vasd=95mph,TCDL=4 2psf,BCDL=6.0psf,h=25f1;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6.0 10 1-6-0 Interiorll;1.6-0 to 7-1-12 zone;cantilever left and right exposed end vertical left and right exposectC-C for members and forces&MWFRS for reactions shown;Lumber DOL-1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16;Pf=25 0 psf(Lum DOL-1.15 Plate DOL-1 15).Is=1 0,Rough Cat B Padua y Exp.;Ce=1.0;Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other I ve loads 5)This truss has been des gned for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live'oad of 20 0ps1 on the bottom chord.n all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections at� PRO �- 8)Provide mechanical connection by others)of truss to bearing plate capable of withstanding 100 lb uplift at pint(s)2 except(l=lb) <<i;,F'`E FFtS.+ 3=100 �5 NGINEF BOA" 9)Beveled plate or shim required to provide full bearing surface with truss chord at joints i 3. G' R 4 10)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSVTPI f-C" 87022PE i .0, "A,OREGON cP H 9OnSMeER Aa" NS' A. HEa EXPIRES: 06/30/2023 December 10,2021 WARNING Verify design parameters and READ NOTES TN THIS ANN NCt t i'1EI:MITEK REFERENCE PAGE MS 7473 rev 5/19/NN BEFORE USE Design valid for use only with MiTek®connectors This design is based only upon parameters shown.and is for an individual building component,eel Mil a truss system.Before use the buildup designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek o always required for stability and to prevent collapse with possible personal nryury and property damage.For general guidance regarding the labribtion Storage delivery erectan and bracing of busses and truss systems see ANSVIP11 Quality Crirarla,DSB48 and eC51 Building Campontnt 250 Klug Circle Safety Information avarable from Truss Plate Institute 2670 Crain Highway SuSe 203 Waldorf,MD 20601 Carona,CA 92880 Job -Truss I Truss Type Oly P y POLYGON-I MORR MH 2S TRIPLEX(A) K10814649 25118 J48 I Jack-Open 1 1 Job Reference;optional) Pacific Lumber&Truss Co. Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10:50.23 2021 Page 1 ID eM2yIOJm5vewge2uSY7_myz3OcF-51CHVYggbN4 xRkGrzpwxBU3gYhMmJvtcW6fukyAjSk _ -ilrQ 4-0-0 4-3-7 1 6 0 4-0-0 10-1-7 Scan r t 1G S 3 4 • GAO PI• 'fit T j 1 11111 3a4 4-0-0 4-0-0 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.20 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snrnv 25.0) Lumber DOL 1 15 BC 0 12 Vert(CT) -0.02 5-8 >999 180 TCDL 7 0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MP Weight:14 lb FT=20% BCDL 10.0 • LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No 1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size; 2=0-5-8,5=Mechanical,3 0-1-8 Max Horz 2=87(LC 14) Max Uplift 2—39(LC 14i,3=50(LC 14) Max Gray 2=427(LC 21),5=70(LC 5),3=186(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph TCDL-4 2psf,BCDL=6 Opsf;h=25ft,Cat II,Exp B.Enclosed; MWFRS'envelope;gable end zone and C-C Exterior;2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 4-3-7 zone cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf-25 0 psi Lum DOL-1.15 Plate DOL=1 15),Is=1.0,Rough Cat B.Partially Exp.:Ce=1 0:Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom thord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 200psf on the bottom chord in a areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members G PR Opt Refer to girder r;)for truss to truss connections, D PROF` S 8)Provide methanica connection(by others)of truss to bearing plate at joint(s)3. 5(-�` t� 9)Provide mechanica connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)2.3. j .AGI NEL- /O 10)Beveled plate or shim required to provide full bearing surface with truss chord at loint(s)3 '7 2 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 y,57_ E SA ORE ON GON rig N T 9 ttf9ER AN' + EXPIRES: 06/30/2023 December 10,2021 0WARNING VerifydesignparametersendREADNOTESONTHISANDINCLUDEDMITEKREFERENCEPAGEMII7473revSSIB/2020E,=F047EUS- � Design valid br use only with MiTek�connectors.The design is based only upon parameters shown and is for an Individual building component.not a truss system.Before use the bu8king designer must verily the applicability of design parameters and property incorporale this design into the overall building design Bracing indicated a to prevent buckling of ndiridual truss web andror chord members only Additional temporary and permanent braarg MIT k is always required for stabdny and to prevent colapse with possible personal injury and property damage For general guidances regarding me fabrication storage delivery erection and bracing or lasses and truss Systems,see ANSI/7711 Quality Crgtrfa,D5B-99 and BM Building Component 250 Klug Cade Sahfy information available horn Truss Plate Insbade 2870 Crain Highway Suite 203 Waldorf MD 20t301 Corona,CA 92880 Job 1Truss Truss Type I.Oty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814650 25118 J49 Jack-Open 1 1 I • j Job Reference;nplional) • Pacific Lumber 8 Truss Co lake Oswego OR 97035 8.430 s Aug 162021 MITek Industries,Inc Thu Dec 910.50:24 2021 Page 1 ID eM2y1QJm5vewge2uSY7 myz30CF-Z4lfiurlMhCrZbJTPhK9UP I ENy09Vm9orAsCOAyAjS1 • -1-6-0 4-0-0 5-10-15 1-8-0 4-0-0 1.10.15 Scale=1208 4 4l 11 CX 12 o N� /9 -� 2/` 1 �/ 4-0-0 4-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (bc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip IDOL 115 TC 0.21 Vert(LL) -0,02 5-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 115 BC 0.15 Vert(CT) -0.03 5-8 >999 180 TCDL 7.0 Rep Stress Inc( YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC20181TPI2014 Matrix-MP 1 Weight: 17 lb FT=20% BCDL 10.0 _.._— LUMBER• BRACING- TOP CHORD 2x4 OF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins BOT CHORD 2x4 OF No 1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. A bearings Mechanical except(jt=length)2=0-5-8.5=Mechanical 3=0.1-8 (b; Max Horz 2=111(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 2 3 Max Gray All read ions 250 lb or less at joint(s)4 5 except 2=360(LC 21),3=259(LC 21) FORCES. I;Ib)-Max.Comp lMax Ten -All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult 120mph(3-second gust)Vasd=95mph TCDL=4.2ps1 BCOL=6.0psf.h=25ft,Cat.II;Exp B.Enclosed, MWFRS{envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5.10-3 zone;cantilever left and right exposed'end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown Lumber DOL=1.60 plate grip OOL=1.60 2)TCLL:ASCE 7 16:P1=25.0 psi(Lunn DOL=1.15 Plate DOL=1 15).Is=1 0 Rough Cat B;Partially Exp Ce=1_0;Cs=1.00;CI=1.10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1 00 times flat roof load of 25,0 psf on overhangs non-concurrent with other live loads. 5)Th's truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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 w fit between the bottom chord and any other members 7)Refer to girder(s)for truss to truss connections. QED PROp n 8)Refer to girder(s)for truss to truss connections. G` sV 9)Provide mechanical connection(by others)of Cuss to bearing plate at joint(s)3 s) �G I NE€ /O 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift al joint(s)4,2,3. �C'! '7 * 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 4. 9l 12)This Suss s designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSUTPI 870 PE / 1 y ('0T K.OREGON -5 4N 9e FM9ER 'N\r 'k*Q OS A. HE:�P EXPIRES: 06/30/2023 December 1012021 O WARNIN•• id wily dosig,paternal,. REAL Y3TE4 CN T-in AND NCI uOEO MITEK REFERENCE PAi,E Mli 7473 fey 51102070 CI t CRi USI Design vakd for use only with MTeke connectors This design 6 based Only upon parameters shown.and 6 for an Individual budding oompOnenl nalIll! a truss system.Setae use.the building designer must verity the applicability of design parameters and property incorporate this design into the overa i budding design Bracing indicated 6 to prevent buckling of individual truss web andlar chord members only Additional temporary and permanent 6ra.01g MiTek s always required for stability arid to prevent COWpse with possible personal in ury and property damage Fa general guidance regarding the lab/nation,storage,dekvery erection and bracing of trusses and truss systems see ANSI/TP11 Quality Crlterfe.DSB-89 and BCS7 Bulfding Component 280 Klug Circle salary rnrormadon available from Truss Plate Institute.2870 Crain Highway Suite 203 Waldorf MD 20601 Corona CA 92880 Job Truss Truss Type Oty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814651 25118 J50 Jack-Closed Girder 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,OR 97035, 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10:50:24 2021 Page 1 ID1M2y10Jm5vewge2uSY7_myz30cF-Z4lfrurIMhCrZbJTP hK9UP1 Azy1LVm9orAsCOAyAjSj 3-1-0 6-0-0 6-11-15 3-1-* 2-10-8 0-11-15 Scale=1.22 8 3 1.5x4 II • ■ 3 -. II II 11M. 0 10 U.1991 w524 3.4II4 6-0-0 6-0-0 Plate Offsets tXY)- (1:0-2-100-1-8] _ _ -_ - LOADING (psf) T SPACING- 2-0-0 CSI. DEFL. in (lot) Udefl Lid PLATES GRIP TCLL25.0 Snow=2 5) Plate Grip DOL 1,15 TC 0.49 Vert(LL) -0.10 5-7 >684 240 MT20 220/195 1RoofTCDL 7 p Lumber DOL 1.15 BC 0.71 Vert(CT) -0.14 5-7 >498 180 BCLL 0 0 Rep Stress Inch NO WB 0.00 Harz(CT) 0.00 5 nla n/a BCDL 10 0 Code IBC20181TPI2014 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr TOP CHORD Structural wood sheathing direct y applied or 6-0-0 oc purlins. BOT CHORD 2x6 OF 1800F 2.1E except end verticals WEBS 2x4 OF StudiStd BOT CHORD Rigid ce ng directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-5-8,5=Mechanical Max Horz 1=109(LC 7) Max Uplift 1=-57(LC 10).5=-122(LC 10) Max Gray 1=701(LC 17),5=939(LC 17) FORCES. (Ib1-Max.Comp Max.Ten.-All forces 250(lb)or less except when shown_ TOP CHORD 2-5-396/92 NOTES- 1)Wind ASCE 7-16;Vull=120mph(3-second gust)Vasd=95mph TCDL=4 2psf,BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed, MWFRS(envelope)gable end zone-cant lever left and right exposed;end vertical left and right exposed;Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cal B,Partially Exp.;Ce=1.0;Cs=1.00.Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof toad of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tal by 2-0-0 wide �ct.D PROi , will fit between the bottom chord and any other members 7)Refer to girder(s)for truss to truss connections. Gj `GINE n 8)Provide mechanics connection(by others)of truss to bearing plate capable of wihstanding 100 lb uplift at joint(sl 1 except(jt=1b'r -ram 5=122 9)This truss is designed in accordance with the 2018 ntemationai Building Code section 2306 1 and referenced standard ANSIITPI 1 7 2PE 10)Use Simpson Strong-Tie LUS24 r,4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to conned truss(es)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber 12)In the LOAD CASE;S)section,loads applied to the face of the truss are noted as front(F)or back;B). N� LOAD CASE(S) Standard OREGON et, 4,/ 1)Dead+Snow(balanced) Lumber Increase=1,15 Plate Increase-1.15 '0 AMBER 45\ O Uniform LV�s 1-2=64,2 3=64,1-4=-20 OS A. HE'- Concentrated Loads(lb) Verl 9=467(B;10=392(8) EXPIRES:06/30/2023 December 10,2021 A WARNING Nervy design wru>,aiers and READ NOTE ,N THIS AND INCLUDED Mitt REFERENCE PAGE MII 7473 rev 511972020 011 ORE USE MIT Design valid for use only will M,Tek®oonnectors The design a based only upon parameters shown and a for an ndidual bu:blr g component,not a truss system.Before use.Me building designer must venly the applitabaay of design parameters and property incorporate tits design into the overall budding design Bracing indicated a to prevent bucking 01 individual truss web aridly,chord members only.Additional temporary and permanent bracing MiTek' in always required for stability and to prevent collapse with possible personal injury and property damage.Fri general guidance regarding the fabrication storage.delivery erection and bracing of trusses and truss systems,see ANSLrPOI Quality Criteria,OSBJa and BCS1 Building Component 250 Kite Cade SHely lnfonnaeon available from truss Prate Institute 21370 Crain Highway Suite 203 Waldr,n MD 20601 Corona,CA 02830 Job Truss Truss Type Oty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814652 25118 J51 Jack-Open 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Lake Oswego.OR-97035. 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 1050:25 2021 Page 1 ID:eM2yIQJm5vewge2uSY7_myz30cF-1GJ2wEsw7?KiBkufzOrO0cZL8MJ0ECP93gbmydyAjSi -1.6.0 6-0-0 • 8.11-15 1-8-0 ) 6-0-0 2-11.15 Scale•1.29.4 S 13 oar 7 i' 17 ,1 34 4 Ile 2 1 ►i ►►�/ 3i4_ B r 8.0.0 600 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (10c) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.46 Vert(LL) 0.07 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.30 Vert(CT) -0.12 6-9 >609 180 TCDL 7 0 Rep Stress nncr YES WB 0.00 Horz(CT) 0 00 2 n/a n/a BCDL 100 Code IBC2018/TP12014 Matrix-MP Weight 241b FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr TOP CHORD Structural wood sheathing drectly applied or 6-0-0 oc purlins BOT CHORD 2x4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 0-5-8 except(jt=length)6-Mechanical,3=0-3-0.4=0-1-8. (Ib)- Max Horz 2=159(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2 3,4 Max Gray All reactions 250 lb or less at loint(s)6,4 except 2=385(LC 21),3=316(LC 21) FORCES. (Ib)-Max Comp./Max Ten -All forces 250(Ib)or less except when shown NOTES- 1)Wind ASCE 7-16,Vult=120mph(3-second gust)Vasd=95mph,TCDL=4.2ps1 BCDL=6 0psf;h=25f1 Cat I. Exp B,Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 8-11-15 zone,cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate gnp DOL=1 60 2)TCLL ASCE 7-16;P1=25 0 psi(Lum DOL=1 15 Plate DOL=1 15);Is=1.0;Rough Cat B.Partially Exp. Ce=1 0 Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other ive loads 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in a areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members P 7)Refer to girder(s)for truss to truss connections Cnn``D RO 8)Provide mechanical connection(by others)of truss to beanng plate at joint(s)4 <(' Fcis's 9)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 100 lb uplift at pint)sl 2.3.4 \CJ `NGI NEFn /0 10)Beveled plate or shim required to provide full bearing surface w th truss chord at loint(sl 3,4 �� v T •ram 11)This truss is designed in accordance with the 2018 international Bu ding Code section 2306.1 and referenced standard ANSIITPI 7022P N ,N 9 SAT OREGON c �N "PO„FM8ER >>' ' IS A. HEa�P EXPIRES:06/30/2023 December 10 2021 A WARNING Venty design lie iemeleis end READ NOTE:i iNthc.AND INCLJthEDM,TEK REFERENCE PAGE MS7a71 rev S19120200EFOREr. E iiiii Design valid for use only with MTek.connerdors.This design 6 based only upon parameters Shown.and is for an ndMdual building component,not a truss system Before use.the building designer must vanity the appilcabety Si design parameters and properly incorporate this design into the overall budding design Sradng ndlgled is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent brai-ug MiTek' 6 always required for slabdity and to prevent collapse with possible personal injury and property damage For general guidance regarding the Iabricatron storage dekvery erection and braang of trusses and loss systems see ANSI/rPII Quality Criteria,DSe-19 and SCSI 6uBding Component 250 Klug Cade Safety Information avadabie from Truss Plate institute.2670 Craw Higtnvay Sude 203 Waldorf MO 20601 Corona,CA 92560 Job Truss Truss Type Qty Ply POLYGON-T MORR MH 26 TRIPLEX(A) K10814653 25118 J52 Jack-Open 1 1 Job Reference_oplional) Pacific Lumber&Truss Co Lake Oswego,OR-97035 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10:50 26 2021 Page 1 ID.eM2yi0Jm5vewge2uSY7_myz30cF-VStQ7Z1YuISZouTrX6NdZg6YTmfyzffJIULJU3yAjSh 1-60 — 6-6Q 10-11-15 1-6-0 6-0-0 4-11-15 + Scale=1 33.2 6 5 1f 8 4 tq 12 13 3 12 d 11 2 7 3x4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0 05 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0 10 7-10 >701 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0 00 5 n/a n/a BCLL 0.0 • Code IBC20181TPI2014 Matrix-MP Weight:27 lb FT=20% BCDL 10.0 LUMBER.. BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtms- BOT CHORD 2x4 DF No 1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 0-1-8 except 0t-length)2=0-5-8,7=Mechanical, (lb)- Max Horz 2=190(LC 14) Max Uplift All uplift 100 Ib or less at joint(s)2 4 5 except 3=-102(LC 14) Max Gray All reactions 250 lb or less at joints)7,4,5 except 2=364(LC 21).3=290(LC 21) FORCES. (Ib)-Max.Comp/Max Ten -All forces 250(Ib)or less except when shown NOTES- 1)Mild ASCE 7-16,Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4 2psf;BCDL=6 Opsf-h=25ft,Cat II Exp B,Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-11-15 zone.cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16,Pf=25.0 psi(Lum DOL=1.15 Plate DOL=1 15);IS=1.0;Rough Cat B,Partially Exp. Ce=1.0,Cs=1.00,Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 180 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)'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 7)Refer to girder(s)for truss to truss connections. Q�`�D P Of 8)Provide mechanical connection(by others)of truss to bearing plate at jeint(s)4 5. � E0.0 9)Provide inethanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,5 except �GJ NG I NEF /O a=lb)3=102. 9 4- 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. Q 11)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 87 PE y Aj,OREGON tip 4./ti cO FMeEa � •c49 S AHE— EXPIRES:06/30/2023 December 10,2021 :•Mli4NG-yenh dose-parameters and READ NOTES CN THIS ANDINCt imEnMITEK REFERENCE PAGE MN 7473 rev 511E12020 041 colt USA Desgn yaw for use«y with MiWeke connectors This design w based only upon parameters shown,and a for an individual building component.not a trios system.Belore use the bustling designer must verify the applicability of design parameters and properly ncorporale Nis design No the overall biking design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Adtlilxhnal temporary and permanent bracing j le L is always required for stability and to prevent c-,0apse with possrbie personal injury and propel damage For general guidance regarding the 1 1 n fabncahon,storage delivery election and bracing of trusses and truss systems,see ANs1/rplf quality Crugrla,D5849 and BCS1 Bulldlrt0 Compwr.nt 250 Krug Cude Safely Information available horn Truss Plate Institute,2670 Crain Highway,Suite 203 Weldon MD 20801 Carona,CA 92500 Job Truss Truss Type Qty Ply POLYGON•T MORR MH 29 TRIPLEX(A) K10814654 25118 J53 Jack-Open• 1 _ Job Reference(e,tlonal] _ Pacific Lumber&Truss Co Lake Oswego,OR-97035 8 430 s Aug 16 2021 MITek Induslnes,Inc Thu Dec 9 10.50:26 2021 Page 1 ID:eM2ylQJm5vewge2uSY7_myz30cF VSt07ZlYuISZouTrX6NdZg6YZmg0zffJIULJU3yAjSh -1.6-0 6-0-0 12.11-15 1-6-0 6-0-0 6.11.15 Scale=1 38.3 7 8 1$ t 600r� >s. 3x4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.36 Vert(LL) -0.05 8-11 >999 240 MT20 220)195 (Root Snow=25.0) Lumber DOL 1 15 BC 0.25 Vert(CT) -0.10 8-11 >710 180 TCDL 7.0 Rep Stress Inc( YES WB 0.00 Horz(CT) -0.00 6 n/a nia BCLL 0.0 • Code IBC2018fTP12014 Matrix-MP Weight:30 lb FT=20% BCD_ 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8 8=Mechanical 3=0-3-0. (Ib)- Max Horz 2=221(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 5,6 except 3=-102(LC 14) Max Gray All reactions 250 lb or less at joint(s)8.3,4,5,6 except 2=363(LC 1) FORCES. (lb)-Max Comp/Max Ten -A I forces 250(b)or less except when shown. NOTES- 1)Wind ASCE 7-16 Vuh=120mph(3-second gust)Vasd=95mph:TCDL=4.2psf;BCDL=6.Opsf;h=25f1 Cat II Exp B Enclosed MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 12-11-15 zone,cantilever left and right exposed,end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL:ASCE 7-16,Pf=25 0 psi(Lum DOL=1 15 Plate DOL=1 15)•Is=1.0;Rough Cat B;Partially Exp Ce=1 0,Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min root'ive load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'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 1� 7)Refer to girder(s)for truss to truss connections ckEU PROFF IJ/S 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. �(, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5.6 except �5 LNG I NE$. /0 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 87 22P 1. N (If 47 ''''0T OREGON cp �H 10,1 NBER v\s P49 A. HO; EXPIRES: 06/30/2023 December 10,2021 NORM O WARNIN, renty desgr pe arnaters and READ NOTES,''N THIS AND INC.UDED MITEK REFERENCE PAGE Ma 74,3 ev 919/2020 BEFORE USE Design valid for use:Ny with MiTek® nectorn.This design s based only upon parameters shown and is 1or an individual bustling or rnyonent nos a truss system Beh re use the building designer must verify the appkmbdrty o1 design parameters and property incorporate his design into the overall `.i budding design Bra�,ng Indicated is I�.prevent buck mg of individual buss web and/or chord members only Additional temporary and permanent bracing Tek is ahvays required for slabdily and 10 prevent collapse win possible personal intury and property damage For general guidance regarding ire labricabpn storage delivery erection and bracing of trusses and Irons systems.see ANSI/TPf1 Quality Criteria,D5a-is end SCSI BuWing Component 250 Klug Cade Safety 1Mormellon avatabie from Truss Plate nsbtute 2670 Gan Hglnvay Sune 203 Waldon MD 20601 Corona,CA 92660 Job Truss Truss Type Oty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814655 25118 J54 Jack-Closed Girder 2 1 ,Job Reference(optional) • Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8 430 s Aug 162021 MiTek Industries,Inc. Thu Dec 9 10;5027 2021 Page 1 ID-eM2yIQJm5vewge2uSY7 myz30cF-zfRoKvtAfca0Q2224pus611nuA_ai7ZSX84s1VyAjSg 3-1-8 , 6-0-0 j 8-1-8 1 10-1.8 I 12.1.8 l 14-1-8 14-9-7 3-1.8 2-10-8 2.1-8 2-04 2-0-0 2-0-0 0-7-15 Scale=1:46 5 7 8 i7- $Et) PR°FFS 6 �� .NGINEF9'-vb 8.00 12 Q 14 5 87022P- t! 4L.1.544 II• �' 3 N3� K. 3ke� yA •�QREGON ��Qlti� 2 00- 'HBER A c.� A 1 '1 A. HE i ,�� i I ri ES:06/30/2023 �= 15 17 16 9 3x6=LUS24 10 3x12 II 4x6= LUS24 3-1-8 6-0-0 3-1-8 ' 2-10-8 t Plate Offsets(XXY)- 11 0-4-4,0.241 LOADING (psi) I j SPACING. 2-0-0 CM. DEFL. in (roc) Ydef Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.02 11-13 >999 240 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.03 11-13 >999 180 TCDL 7,0 Rep Stress!nor NO WB 0.47 Horz(CT) -0.01 4 nla n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-MP Weight 441b FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purtins. BOT CHORD 2x6 OF 1800F 2.1E except end verticals. WEBS 2x4 OF StudlStd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 0-1-8 except(jt=length)1=0-5-8 10=Mechanical. (lb)- Max Horz 1=186(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,4,5,6.7 except 10=-148(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5.6,7 except 1=871(LC 1),10=1019(LC 1) FORCES. (tb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1293/36 BOT CHORD 1-11=-124/1148,1 0-1 1=-1 2411 1 48 WEBS 2-11=-75/1065,2-10=1329/168 NOTES- 1)Wind ASCE 7-16 Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL S.Opsf;h=258,Cat II;fop B,Enclosed, MWFRS(envelope)gable end zone;cantilever left and right exposed,end vertical left and right exposed.Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7 16 Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15);Is=1.0:Rough Cat B;Partially Exp.,Ce=1.0 Cs=1.00;C1=1.10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads_ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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 tat by 2-0-0 wide will fit between the bottom chord and any other members 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,7. 9)Provide mechanical connection Iby others)of truss to bearing plate capable of withstanding 100 lb uplift at jointis)1,4 5 6 7 except (j1=1b)10=148 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4.5,6.7 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1 12)Use Simpson Strong-Tie LUS24(4-809112 Girder.2-SD9212 Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect trusses)to front face of bottom chord 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss Single Ply Girder)or equivalent at 4-0-12 from the left end to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front IF)or back(8) LOAD CASE(S) Standard December 10,2021 aaiflued on sane 2 id." A WARNING Venly design parameters and READ NOTES ON THIS AND NCLUDED MnO(REFERENCE PAGE MII 7473 rev$I1er1020 BLFpRE iSE Design valid for use only with MiTek®connectors This design is based only upon parameters shown,and is for an individual building component.not a truss system Before use the building designer must verily the applicability or design parameters and properly incorporate this design into the overall budding design Bracing indicated Is to prevent buckling of indivmdual truss web and/or chord member only Additional temporary and permanent bracing MiTek b always required for Slabfity and to prevent=lapse with possible personal intury and property damage.For general guidance regarding the tabricab Dr storage delivery erection and bracing of trusses and truss systems,see ANS1/TPlf Quality Crtterla,OS13J9 and 8C51 Building Component 250 Krug Code Safety Information available horn Truss Plate Institute 2670 Crain Highway Suite 203 Waldorf,MD 20601 Corona CA 92880 Job Truss Truss Type Oly Ply POLYGON-T MORR MH 25 TRIPLEX(A) K10814655 25118 J54 Jack-Closed Girder 2 1 • 1 Job Reference(optional.) Pacalc Lumber 8 Truss C Lake Oswego.OR-97035 8 430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 1050 27 2021 Page 2 ID eM2yIOJm5vewge2u5Y7_myz3OcF-zIRoKvlAfcaOO2224pus61fnrA_ar?ZSX84s1VyAjSg LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=l 15 Uniform Loads(pH) Vert:1-3=-64,3-8.-64,1-9=-20 Concentrated Loads(Pb) Vert 15=751lF)16z551(F) A WARNING Verify design pararnelers and READ NOTES CN THIS AND NCI JDEC MITEK REFERENCE PA.E Mil 7473 rev Y192020 3Fr,PF USF Design valid for use only with ALTek®connectors This design is based only upon parameters shown,and is for an individual building component not a truss system Before use the bukdirg designer must verily the appkrabil ty of desgn parameters and popery incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or Chord members only Additional temporary and permanent Orating Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication.storage delivery erection and bracing of trusses and truss systems see ANSUTPr1 Qualify Crkeda,DS&49 and SCSI Building Componanr 250 Klug Cade Safety Information available horn Truss Plate Instrtule.2870 Cram highway Suite 203 Waldor.MD 20601 Corona.CA 92800 Job Truss Truss Type Oty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K70814656 25118 J55 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co. Lake Oswego,OR•97035. 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 105028 2021 Page 1 ID eM2yIQJm5vewge2uSY7_myz30cF-Rr9AYFuoQwiH2CdEeWP5eF8wLZOkRZZcIogQZyyA1Sf -1443 1.10.15 14.0 ) 1-10-15 Scale=1 19 7 •001{ 3 LA• 2 9011. 11=111 • Ia 5 7 1.5x4 NAILED 6 4 1.5x4 I 1-0-0 4-0-0 _ 1-0-0 3-0-0 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 IC 0 21 Vert(LL) 0.03 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 8C 0 11 Vert(CT) -0.02 4-5 >999 180 TCDL 7 0 Rep Stress Inc: NO WB 0 04 Horz(CT) -0.05 3 nla n/a BCLL 0 0 • Code IBC2018TTPI2014 Matrix-MP Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING. TOP CHORD 2x4 OF No.1&Blr TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc puriins, BOT CHORD 2x4 DF No 1&Btr except end verticals WEBS 2x4 DF Stud/Sld BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing REACTIONS. (size) 6=0-5-8.3=Mechanical,4=Mechanical Max Horz 6=64(LC 7) Max Uplift 6=-46(LC 10},3=37;LC 161,4-31(LC 7) Max Gray 6=353(LC 17},3=10ILC 17),4=75(LC 5) FORCES. (lb)-Max.Comp./Max.Ten,-All forces 250 I Ib;or less except when shown TOP CHORD 2-6o-315/17 NOTES- 1)Wind ASCE 7-16;Vufl=120mph(3-second gust)Vasd=95mph TCDL=4.2psf.BCDL=6.0psf h=25f1,Cat II,Exp B Enclosed, MWFRS(envelope)gable end zone:cantilever left and right exposed end verlica left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL.ASCE 7-16,Pf=25.0 psi(Lum DOL=1.15 Plate DOL-1 15).Is=1 0:Rough Cat B-Partially Exp..Ce=1 0 Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 180 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 lall by 2-0-0 wide nGn n tSa ^ will fit between the bottom chord and any other members R u P p` 7)Refer to girder(s)for truss 10 truss connections. �( r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s)6 3 4 �y NG I NEz. O 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 7 ?i 10)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-na s per NDS guidelines "<� 1� 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front IF)or back(B) 87022PE LOAD CASE(S) Standard 1)Dead+Snow(balanced) Lumber Increase=1.15,Plate Increase-1 15 Uniform Loads(pH) N� �l Vert:1-2=64,2-3=-64,4-6=-20 AT OREGON rf� QZed Cr,AMBER \85 r A. HO; EXPIRES:06/30/2023 December 10,2021 A WARNING Venly design parameters and READ NOTES ON THIS AND CLUOED MITER REFERENCE PAGE Mit 7473'on 51192020 BEFORE USE Design said for use only with MiTeke:onneclors The design 6 based only upon parameters shown.and is for an individual building component rot a truss system Before use the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated a to prevent budding of individual truss web and/or chard members only Additional temporary and permanent braang 1 tale C always required for stabdity and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabocation storage delivery erection and bracing of trusses and truss systems.see ANSLTP1/quality Criteria,OS849 and BC51 Building Component 250194 Circle Safety Information available from Truss Plate Institute 2670 Crain Highway Suite 203 Waldorf.MD 20601 Corona,CA 92880 Job Truss Truss Type 'City Ply POLYGON-T MORR MH 2S TRIPLEX(AI K10814557 25118 J56 Jack-Open 2 1 • Job Reference tonal Pacific Lumber 8 Truss Co.. Lake Oswego.OR-97035. 8.430 s Aug 16 2021 MiTek Industries Inc Thu Dec 910.50.29 2021 Page 1 ID eM2yIOJm5vewge2uSY7 myz30cF-v1ZYIbvRBDg8fMCQCEwKBSk6UzhIVA II SZz5OyAjSe • -1-6-0 3-10-15 1.6-0 3.10.15 Scale=1 24.6 3 s.cD tx 3 w 1 2 7 M n 5 8 1.5x4 11 4 1.5x4 II 1-0-0 4-0-0 1-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.18 Vert(LL) 0.04 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 028 Vert(CT) 0.03 4-5 >999 180 TUX 7.0 Rep Stress Ina YES WB 0.13 Horz(CT) -0.07 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-MP Weight 19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&B1r TOP CHORO Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 DF No.18B1r except end verticals. WEBS 2x4 DF Stud/Sid BOT CHORD Rigid ce tog directly applied or 10-0-0 cc bracing REACTIONS. .;size) 6=0-5-8,3=Mechanical 4=Mechanical Max Horz 6n82(LC 11) Max Uplift 6=-6(LC 14),3=-48(LC 14),4=-15(LC 14) Max Gray 6=432(LC 21).3=152(LC 21),4=76(LC 5) FORCES. (lb'-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-6=395r79 WEBS 2-5=2181424 NOTES- 1)Wild ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf BCDL=6 Dpsf,h=25ft:Cat.II,Exp B,Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0 Intenori 1;I 1-6-0 to 3-10-3 zone;cantilever left and right exposed end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate gnp DOL=1 60 2)TCLL ASCE 7-16;Pf=25 0 psf(Lum DOL=1.15 Plate DOL=1 15) is=1 0 Rough Cat B;Partially Exp;Ce=1.0;Cs=1 00,Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads {{�� Do 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �1E1U ` ROp 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in a areas where a rectangle 3-6-0 tall by 2-0-0 wide Cts will fit between the bottom chord and any other members ��� a I N . is.' 7)Refer to girder(s)for truss to truss connections 2 8)Provide mechanical connection(by others)of Truss to bearing plate capable of withstanding 100 lb uptrft at)oint(s)6 3 4 V 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSUTPI 1 8 I PE 4 N �s9 Ic‘A),OREGON r19 l,, 'pC��SM9ER >>�P�O A. HEa EXPIRES: 06/30/2023 December 10,2021 A WARNIN. Verify design peramoters and REA.ra TE••':'NTHi•ANL:INC.,DErrMITEK REFERENCE .E MIIr 3 rev .'I9.2020 BEFORE in E Design valid nor use only wdh MiTek 19 connectors.This design is based wty upon parameters shown.and is for an individual building component.not a Inns system Before use,the budding designer must verify the applicabMy ar design paramelers and property incorporate this design onto Use overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent braang M ITek is always required for stabildy and to prevent collapse with possible pers,:nai injury and property damage Far general guidance regarding the fabrication.storage.delivery erection and bracing of trusses and truss systems.see ANSVTP11 Qu.lfty Crf.dt DSB-89 and aCSI Building Component 250 Klug Circle Safety Infonnaon available from Truss Plate Institute 2670 Cram Highway Suite 203 Waldorf MD 22801 Corona.CA 9285D Job Truss Truss Type Qly Ply POLYGON-T.MORR MN 2S TRIPLEX(A) 100814658 25118 J57 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10:50:29 2021 Page 1 ID.eM2yIQJm 5vewge2uSY7 myz3OcF-v 1 ZYIbvRB Dg8fMCQ C EwKBSk5dzgaA_wl_SZz50yAJSe -1-6-0 4-0-0 5-6-3 I 1-6-0 -i 4-0.0 1.6-3 I Scale-'ZS 7 4 I 00"0000000000000000000000lI 600 fir 3 :111 !RI i ? oI ilk td ,t 1 iiik yam. 1 1117,:il 8 E.SI 7 3x6\\ 5 1.5x4 II 1-0-0 4-0-0 1-0-0 3-0-0 LOADING (cast) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 IC 0.24 Vert(LL) 0.04 5-6 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.33 Vert(CT) 0.04 5-6 >999 180 TCDL 7.0 Rep Stress Inc( YES WB 0.16 Horz(CT) -0.09 4 n/a n/a BCLL 0.0 • Code IBC2018/TP)2014 Matrix-MP Weight'22 lb FT=20% BCOL_ 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No,i&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc punins. BOT CHORD 2x4 DF No 1813tr except end verticals WEBS 2x4 DF StudiStd BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing REACTIONS. All bearings Mechanical except(ft-length)7=0-5-8,3=0-1-8. (lb)- Max Horz 7=98(LC 11) Max Uplift All uplift 100 lb or less at joint(s)4,5.3 Max Gray AM reactions 250 lb or less at joint(s)4,5,3 except 7=365(LC 21) FORCES. (lb)-Max Comp./Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-7=-373/125 WEBS 2-6-263/499 NOTES- 1)Wind ASCE 7-16;VulI=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf;BCDL=6.0psf,h=25ft,Cat.Ir Exp B Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-5-7 zone,cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS fix reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-16,Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1.15);Is=1.0;Rough Cat B,Partially Exp.;Ce=1 0 Cs=1.00,Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live toads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads a1 n P rT QF[- 6)'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 ,`` 4s wi Ili!between the bottom chord and any other members. ��t;J� �NG I NE4 s/O 7)Refer to girder(s)for truss to truss connections T 29 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 b uplift at joint(s)4 5 3 7 PE 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. • 11)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 N 0.0 -7 SAT OREGON r', 4N cws A. HER�P EXPIRES:06/30/2023 December 10,2021 4 0 WARNING Verify design pa iernaten and ROAD NOTE'•ON TNI S AN! NC r.0E0 dATEK REFERENCE PAGE MII-7473 rev 5/192020 aadoRE 115E l Design valid for use only with MiTeir®rxnnectors.This design is based only upon parameters shown,and is for an individual building component.not a buss system Beto n use the budding designer mull verify the applicability al design parameters and popery incorporate this design into the overall budding design.Ba:ina indicated is 10 prevent buck5ng ill individual truss web andior chord members only.Additional temporary and perrnanent bradng MITek` is ahvays required for slabldy and to prevent,=.Vpsewlh possible personal oyury and properly damage Forgeneralguidance regarding the tabrican n storage delivery Netllon and brarang I trusses and truss systems.see ANSI/Mt Qualify Canada.05849 and 8C51 Building ComponanI 250 Slug Circle Safely Informadon available from Truss Plate Institute 2870 Crain Highway Sine 203 Waldorf MD 20601 Corona.CA 92990 Job Truss Truss Type 'Qty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814659 25118 J58 Jack-Closed Girder 1 1 • 1 Job ReferenceLopltonal) _ Pacific Lumber&Truss Co Lake Oswego,OR-97035 8.430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10:50 30 2021 Page 1 ID eM2y10Jm5vewge2uSY7_myz3OcF-OD7xzxw3yXy?HWncmxRZjgGDMNwCvTevO6JXegyAjSd ` 6-0-0 f 6.4.15 6-0-0 2-4-15 Scale=1.26 1 3 4 lr�r 1 5x4 600 12 2 a d 11 L 5 3d C- 3,4 6-0-0 b 0 0 Plate Offsets jX1Y)— 11:0-2-10,0-1-Si LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loci, Wen Ud I PLATES GRIP TCLL (Roof Snow 25 0)0 Plate Grip DOL 1.15 IC 0.43 Vert(LL) -0 10 6-8 >710 240 MT20 220/195 TCDL 7 0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0 14 6-8 >493 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0 00 6 n/a n.a BCDL 10.0 Code IBC2018fTP12014 Matrix-MP Weight 29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x6 DF 1800F 2 1E except end verticals WEBS 2x4 DF Stud(Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (size) 1 0-5-8,6-Mechanical,3 .)-1-8 Max Horz 1=118(LC 27; Max Uplift 1=-48 LC 10),6=-169(LC 101,3=-35(LC 30; Max Gray 1=721(LC 17),6=1088(LC 17) 3=42tLC 17 FORCES. (Pb)-Max Comp./Max Ten -All forces 250(Pb)or less except when shown. TOP CHORD 2-6=-546/135 NOTES- 1)Wind ASCE 7-16 Vu11=120mph(3-second gust)Vasd=95mph-TCDL=4.2psf,BCOL=6 Opsf'h=25ft Cat I Exp B.Encosed; MWFRS(envelope)gable end zone cantilever left and right exposed end vertical left and right exposed Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7-16,Pf=25 0 psf(Lum DOL=1 15 Plate DOL=1,15r s=1.0;Rough Cat B;Partially Exp Ce=1 O.Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 250 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load noncancurrent with any other live loads 6)'This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �EQ PRQFf will I'd between the bottom chord and any other members S 7)Refer to girder(s)for truss to truss connect ons. 5� _`G NE rS4 8)Provide mechanical connecton(by others)of truss to bearing plate at joint(s)3. \ `_ F9 Oy9 9)Provide mechanical connect on(by others)of truss to bearing plate capable of withstanding 100 lb uplift at pmt(sl 1,3 except(jt=lb) 6=169 87+ PE 10)Beveled plate or shim required to provide full beanng surface with truss chord at joint(s)3. 11)This truss is designed n accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/IPI 1 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girders or equivalent spaced at 2-0-0 oc max starling at K. 'Y 2-0-12 from the left end to 4-0-12 to conned truss(es)to front face of bottom chord. A OREGON ry0 13)Fill all nail holes where hanger is in contact with lumber Q 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back?81 CI SER LOAD CASE(S) Standard O9 A. HE k 1)Dead+Snow(balanced) Lumber ncrease=l 15.Plate Increase=1.15 Uniform Loads Vert:1-2=-64,2-4=-64 1-5=-20 EXPIRES: 06/30/2023 December 10,2021 iip;a:lir ued on oaoe 2 O wuuN fee Venry aesgn parameters and READ NOTES DN THIS AND INCiJCEC M TEK REFERENCE PAGE Mll 7473 rev 5119r2020 BEFORE USE Nit Design valid for use only win MiTeke connectors This design is based only upon parameters shown,and fs for an individual building component not a truss system Before use the bolding designer must verily the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of indmdual truss web and/or chord members only Addruonal temporary and permanent b,aong Milek is always required for stabiay and to prevent cola case web possible personal injury and property damage For general guidance regarding the ,�1 a 1 r� fabrication storage delivery.erection and bracing of trusses and toss systems.see ANSUTP11 Owffry Criteria.05849 and SCSI Banding Component 250 King Circle Safety Information available from Truss Plate Institute.2870 Crain Highway.Suite 203 Waldorf,MR 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply POLYGON-T MORR MH 2S TRIPLEX(A) 25116 J58 Jack-Closed Girder I1 1 K10814659 ;Job Reference(optional) • Pacific Lumber 8 Truss Co. Lake Oswego.OR-97035, 8 430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10:50:30 2021 Page 2 ID eM2y1QJm5vewge2 uSY7_m yz30cF-007xzxw3yXy7HWrlcrnxRZjgGDMNwCvTevD6JXegyAjSd • LOAD CASE(S) Standard Concentrated Loads(lb) Vert:10=615(F)11=366(F) A WARNING-Venly design perarrnlers and READ NOTES ON THIS AN:r INCLI$IEOMITEK REFERENCE PAGE MII 7473 rev 51192020 MORI,11S9 lt Design valid for use only with MiTekle connectors.The m design is based only upon parameters shown and a for an individual building component.not a buss system.Settee use the building designer mull verify the applicability of design parameters and properly incorporate ill design into the overall bursting design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing Mi a always required for stabaiy and to prevent collapse with possible personal Injury and properly damage For general guidance regarding the tabricaba storage delivery erechon and bracing of arrsses and buss systems.see ANSUEP11 Qualify Cdterla,DSBd9 and GCS!Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute 2870 Crain Highway.Suite 203 Wahod MD 204301 Corona CA 92880 Job Truss Truss Type Qty Ply POLYGON-T MORR MI-I 2S TRIPLEX(A) K10814660 25118 J59 Jack-Open 1 1 - Job Reference,tional) Pacific Lumber 8 Truss Co. Lake Oswego,OR-97035, 8.430 s Aug 162021 MiTek Industries,Inc Thu Dec 9 10-50'35 2021 Page 1 I D:eM2yIQ Jm 5vewge2uS Y7_m yz30cF-sQ hJAHwh)r4 svfM pJtyoGtpPyn N?ewu2S m24AGyA)Sc F- -1-6-0 6-0-0 10-4-15 i 1-6-0 6-0-0 4-4-15 Scale 3/8'-1' 5 6 Ji 1','t v I; y 12 e'r 11 3 Z M1 3114 — 6-0-0 6-0-0 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in ;oc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.38 Verl(LL) -0.05 7-10 >999 240 MT20 220/195 (Roof Snowy=25.0) Lumber DOL 1 15 BC 027 Vert(CT) -0 10 7-10 >682 180 TCDL 7.0 Rep Stress Inca- YES WB 000 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 • Code IBC20181TP12014 Matrix-MP Weight 26 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 6-40 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly app fed or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except(rt=length)2=0-5-8 7=Mechanical,3=0-3-0. (lb)- Max Horz 2=182(LC 14) Max Uplift All uplift 100 lb or fess al joint(s)2 4 5 except 3=-102(LC 14) Max Gray All react ons 250 lb or less at pinks]7 4 5 except 2=368(LC 21) 3=308(LC 21) FORCES. (lb)-Max.Comp./Max.Ten. All forces 250(lb)or less except when shown NOTES- 1i Wtnd ASCE 7-16;Vul1=120mph;3-second gust)Vasd=95mph TCOL=4 2psf,BCDL=6.Opsf h=2511.Cat.II Exp B Enclosed MWFRS(envelope)gable end zone and C-C Exterior(2El-1-6-0 to 1-6-0,Intenor(1)1-6-0 to 10-4-15 zone cantilever left and right exposed:end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16;P1=25.0 psf?Lum DOL-1 15 Plate DOL•1 15),Is-10 Rough Cat B Partially Exp Ce=1 0,Cs=1 00;CI=1 10 3)Unbalanced snow loads have been considered forth s design 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 times flat roof load of 250 psi on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a ve load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-'%r-0 wide will fit between the bottom chord and any other members 7)Refer to girder(s)for truss to truss connections. V PRQjC6 S 8)Provide mechanical connection(by others)of truss to bearing plate at lont(sl 4 5 _ E1� tS 9)Provide mechanical connection(by othersi of truss to bearing plate capable of withstanding 100 lb uplift al jo,nl;s)2 4 5 except �j NG1 NEFn h., 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint;s)3 4 5 9 11)This truss is designed in accordance with the 2018 Inlemationa'Build ng Code section 2306 1 and referenced standard ANSVTPI 870 P E 1 • y ,$,OREGON rt, 4H APOnSMBER >,�P�o A. HER EXPIRES:06/30/2023 December 10,2021 O WARKNG Ven'r Aesgl parameters end READ NOTE: NTH ANG NCi_UOEC MITEK REFERENCE PAGE M, _:'92:,:0 BEFORE,SE 1' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown and a for an individual building component not a buss system.Before use the budding designer must verify the applicab lily of design parameters and properly incorporate the design into the overall building design Bracing indicated a to prevent bucking of ndivdval truss web anmor chord members only Additional temporary and permanent bracing MiTek a always required for stabibly and to prevent colapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage delivery.erection and bracing of busses and buss systems.see ANSUTP11 Quality Creerl4 OSS-aa and SCSI SulWrng Component 250 Klug Circle Safely information available from Truss Plate Institute.2670 Crain Highway Suite 203 Waldorf.MD 20601 Corona,CA 02880 Job Truss -Truss Type ply Ply 1 POLYGON-T MORR MH 2S TRIPLEX(A) K10614661 25118 J60 Jack-Open y1 1 _ ,Job Reference loplional' Pacific Lumber 8 Truss Co Lake Oswego,OR-97035. 8.430 S Aug 16 2021 M:Tek Industries.Inc Thu Dec 9 10:50-32 2021 Page 1 ID eM2y1QJm5vewge2uSY7 myz30cF-KcEhOdxJU8CjWpx7iMU1p5Ma2BjQNN8BgQodgyAfSb -1-6-0 6-0-0 12-4-15 1-6-0 6-0-0 6-4-15 Scale=r-399 6 7 eoof12 4 a 17 — 12 3 2 1 . 8 3x4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSl. DEFL. in (too) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0 05 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0 25 Vert(CT) -0 10 8-11 >710 180 TCDL 7 0 Rep Stress Ina YES WB 0.00 Horz(CT) -0 00 6 n/a n/a BCLL 0.0 • Code IBC20181TP12014 Matrix-MP Weight 29 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.186tr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins BOT CHORD 2x4 OF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 0-1-8 except(jt=length 2-0-5-8,8-Mechanical 3=0-3-0 Ilb' Max Horz 2=2131,C 14) Max Uplift All uplift 100 b or less at joint:si 4 5 6 except 3=102(LC 14) Max Gray All reactions 250 lb or less at joints)8 3 4 5 6 except 2=363(LC 1; FORCES. (Ib)-Max Comp/Max Ten.-A I forces 250 b)or less except when shown. NOTES- Wad:ASCE 7-16,Vutt=120mph i;3-second gust Vasd 95mph.TCDL-.2psf.BCDL=6 Opsf,h-25ft;=at rl Exp B,Enclosed, MWFRS envelopes gable end zone and C-CExtertori2E)-1-6-0to1-6-0Interior(1)1-6.0to12-4-15 zone,cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate grip DOL=1 60 2i TCLL:ASCE 7-16 Pf=25.0 psf Lum DOL=1.15 Plate DOL=1 15) Is=1.0,Rough Cat B,Partially Exp.,Ce=1 0,Cs=1 00,Ct=1 10 3.1 Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. Si This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will frl between the bottom chord and any other members 71 Refer to girder(s)for truss to truss connections e c O P ROFFS 8)Provide mechanical connection;by others)of truss to bearing plate at joint(s)4 5,6 91 Provide mechanical connection;by others)of truss to bearing plate capable of withstanding 100 lb up ift at joint(s)4,5.6 except y� NG I NE 6, s/0 tit=lb)3=102 T 10)Beveled plate or shim required to provide tut bearing surface with truss chord at joint(s)3,4,5,6k.C" 11)This truss is designed in accordance with the 2018 ntemational Building Code section 2306 1 and referenced standard ANSI/7PI 87 22PE N y �Aj,OREGON ti9 ti cOS A. HE— EXPIRES:06/30/2023 December 10,2021 A WARNING Verily design peramelera and REAC NCiE.''N 7H ANri NCLUDED MITEK REFERENCE PAGE Mil 7473 rev 511a2020 etFn*1F USS Design veld for use only with MiTek.l awl nectors Tnis design is based only upon parameters shown,and is for art individual building component not a truss system Before use,the building designer must verify the appkwbdity or design parameters and properly incorporate Ih5 design into the overall bu icing design Bracing indicated a to prevent budding of individual Huss web anda err rd members'-ly Addrbanal temporary and permanent bracing M'+(� ek• 6 always required for stability and to prevent collapse with possible personal etury and p,-'petty damage Fa general guidance regarding the fabrication storage delivery erection and bracing of trusses and truss systems see ANSUr711 Quality Criteria,OSB40 and 8CSi au/Wing Component 250 Klug Circle Safety information avalabie from Truss Plate Institute 2670 Cram Highway Suite 203 Waldorf MCI 20601 Corona.CA 82600 Job Truss 'Truss Type lily Ply i POLYGON-T MORR MH 25 TRIPLEX(Al K10814662 25116 J61 i Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co Lake Oswego.OR-97035 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10'50.32 2021 Page 1 ID eM2yIOJm5vewge2uSY7 myz30cF-KcEhOdxJU8CjWpx,tMU1p5Ma2BjONN8BgOodijy.A Sb 1-6-0 6-0-0 14-1-15 a 1-0-0 6-0-0 - i - 8-1.15 Scare=1 41 2 7 6 6.00 r12 /3 5 3 12 2 -- ... - „ 9 1,14 6-0-0 6-0-0 LOADING (psi) SPACING- 2-0-0 CSt, DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.36 Vert(LL) -0.05 8-11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.25 Veut(CT) -0.10 8-11 >710 180 TCDL 7.0 Rep Stress Inca- YES WB 0.00 Horz(CT) -0.00 7 n/a n/a BCLL 0.0 • Code 18C20187TPI2014 Matrix-MP Weght 32 lb FT-20` BCDL 10.0 - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 DF No.1&Blr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,8=Mechanical,3=0-3-0. (Ib)- Max Horz 2=240(LC 14) Max Uplift All uplift 100 lb or less at joint(s)7,4.5,6 except 3-102(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,8.3 4,5,6 except 2=363(LC 1) FORCES. (Ib)-Max Comp/Max Ten -All forces 250(Ib)or less except when shown TOP CHORD 2-3=-267/141 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf BCDL=6.0psf,h=25ft,Cat II:Exp B;Enclosed; MIAFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6.0 to 14-1-3 zone,cantilever left and right exposed,end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7-16.Pf=25 0 psf(Lum DOL=1.15 Plate DOL=1.15) tool 0 Rough Cat B.Partially Exp.-Ce=1.0;Cs=1.00 Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20 opsf 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. ,i,,E) PRQFF 7)Refer to girder(s)for truss to truss connections ` sS 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,4,5.6 �J NG I NEF /t� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7.4.5,6 except ,� 9 2"9 (jt=lb)3=102 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)7 3,4,5,6. 87 22P 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 1 tN ^r y I'0T OREGON rt, 4.,/ti 'POr,AMBER V, aQ EXPIRES:06/30/2023 December 10,2021 A WARNIN d ,:a=ty desig•parameter owl READ NOTES ON THIS AND INCLUDE°MITEK REFERENCE PAGE MI1-!a7l rev 51'92020 BEFORE_GE mil Design vatd for use only with MITekie connectors.This design is based only upon parameters shown,and a for an individual budding component.not a truss system.Before use the budding designer must verify the appicabbly of design parameters and property incorporate Inn design into the overall building design. Bracing indicated is d chord to prevent buckling of Indivual truss web and/or members only AddNoeal temporary and permanent bracing MiTek a always required for stabley and to prevent ...lapse web possible personal injury and property damage For general guida'ce regarding the tabri[abon storage.dekvery,erection end tearing of busses and buss systems see ANSI/TPI1 Duality Colter*OSa-111 rid BCSI Building CompoMnf 250 Klug Circle Sebry rnfonoadon available horn Truss Plate Institute 2570 Crain Highway Suite 203 Waldorf.MD 20801 Cornea.CA 926,10 Job Truss Truss Type thy .Ply 1 POLYGON-T MORR MH 2S TRIPLEX(A) K10814663 25118 P01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co. Lake Oswego.OR-97035 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10:S0:33 2021 Page 1 I D'eM2yIOJm 5vewge2uSY7_myz3OcF.0003bzyx ESLZ8zVBR49GLl uhga_6oFLv4XBE9yAjSa , -1-6-0 5-6-12 4.5 8-111 3-4 14-10-0 164-0 1-6-0 ) 5-6-12 3-0-2 -3 5-6-12 I 1-6-0 Scale=1 29-5 See \\ 106= 3 S. 12 is11 g S 2 6 la e >a 16 20 7 1.Se4 I I Sale= be= 5-6-12 9-3-4 14.10-0 I 5-6-12 3-8-8 5-6-12 -� Plate Offsets{X,Y)-- L2:0-s-0,0-0-6114:0-3-0,0-1-12JL5:0-6-0 0 0-61 _ LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) ude8 Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.07 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1,15 BC 0.55 Vert(CT) -0.12 8-11 >999 180 TCOL 7.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.03 5 n/a nla BCLL 0.0 • Code IBC20181TPI2014 Matrix-MS Weight:60 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc puriins, BOT CHORD 2x4 OF No.1&Btr except WEBS 2x4 OF Stud/Std 2-0-0 oc purtins(4-5-13 max) 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 2=0-5.8,5=0-5.8 Max Horz 2=50(LC 15) Max Uplift 2=170(LC 10),5=-174(LC 11) Max Gray 2=1527(LC 31),5=1532(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2323/336,3-4=-1913/323,4-5=2255/333 BOT CHORD 2-8=275/1993,7-8=281/1982,5-7=235/1907 WEBS 3-8 :/1274,4-7=0/312 NOTES- 1)Wind:ASCE 7-16;Vuft=120mph(3-second gust)Vasd=95mph.TCOL=4 2psf;BCDL 6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone,cantilever left and right exposed.end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL.ASCE 7-16;Pf=25 0 psf(Lum DOL=1 15 Plate DOL=1.15p,IS=1.0;Rough Cat B:Partially Exp Ce=1.0:Cs=1 00.CI=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads ii'`Ep PROF ,s 5)Provide adequate drainage to prevent water ponding. CC- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5 NG1 NE-$ /0 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 9 C ?i wi.fit between the bottom chord and any other members. 44t,r 9V 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 87 PE 2=170,5=174. 9)Th s truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Girder carries hip end with 6-0-0 end setback 11)Graphical puriin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. N 12)Hanger;s)or other connection device(s)shall be provided sufficient to support concentrated loads)364 lb down and 138 b up at 9 ‘‘c‘AT k QREGON ri 5 9-3-4,and 364 lb down and 138,b up at 5-8-8 on top chord. The design/selection of such connection device(s)is the Q responsibility of others. M 13)In the LOAD CASE(S)section,toads applied to the face of the truss are noted as front IF)or back(8). On $E R ��� LOAD CASE(S) Standard A. HE� 1)Dead+Snow lbalanced):Lumber Increase=l 15,Plate Increase=1 15 EXPIRES: 06/30/2023 December 10,2021 yguecLoc Dace 2 A WARNING Venty design parameters and READ NOTES ON THIS AND tNCI UDE.,MiTEK REFERENCE PAGE MII-7473 en 5/19,2020 BEFORE.1SE Design valid for use only war WOAD connectors Dies design 6 based only upon parameters shown,and is tor an er/Aridu al building component not a truss system Before use the building designer roust verity the appticabildy of design parameters and property incorporate this design ,is the overve building design. Bracing indicated k to prevent buckling of individual truss web and/or Chord members Dory Additional temporary and permanent beacnng iTe k a always required Ior stability and to prevent collapse web possible personal in ury and property damage For general guidance regarding die tabrwatian storage derreery.erection and tracing of busses and truss systems see ANSI?Pr1 quality Criteria.OS8419 and tics,Binding Component 250 King Cede Safety rnlomraflnrr available Brim Truss Plate Institute.2670 Crain Highway Suite 203 Waldorf MD 20601 Corona CA 92680 Job ,Truss I Truss Type Qly Ply POLYGON-T MORR Mkt 2S TRIPLEX(A) K10814663 25118 P01 Cahfomte Girder 1 1 Job Reference i;c atonal) Pacific Lumber&Truss Co Lake Oswego OR-97035 8.430 s Aug 16 2021 MITek Industries,Inc. Thu Dec 9 10'50 33 2021 Page 2 ID eM2y14Jm5vewge2uSY7_myz3GcF0003bzyoESLZ8zVBR4?GLIuhga_6oFLv4XBE9yAISa LOAD CASES) Standard Uniform Loads(plf) Vert 1-3=64,3-4=126,4-6=-64.9-12-39(F-19) Concentrated Loads(lb) Vert 3-288 4=-288 i. A WARNING Venty design parameters and READ NOTE'.i:N T}n;AND-NCI LICE:MITEK REFERENCE PA:E MI 3 5/192020 BEFORE USE Design valid for use ardy with MTek®connectors.This desgn is based only upon parameters shown.and is for an individual borMirg component not a truss system.Before use,the building designer must weary me appk®bday or design parameters and properly noorporate this desfgr into the°velar building design Bracing indicated is to prevent buckhng of ndmdual truss web and/or chord members only Additional temporary and permanent bracing !ilk' is always required Ira stabiMy and to prevent Collapse with possible personal injury and property damage For general g.rdanoe regarding the fabrication.storage.delivery.erection and bracing or tusse5 and buss systems see ANS1/TPI1 Quality Catania,058-SE and SCSI Building Componenl 250 K1ug Circle LSafety Information available from Truss Plate Institute 2670 Crain highway Suite 203 Waldorf.MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814664 ,25118 P02 Common 1 1 Job Reference I Tonal; Pacdic Lumber 8 Truss Co. Lake Oswego,OR-97035, 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 910..50:34 2021 Page 1 ID:eM2yIOJm5vewge2uSY7_m yz3OcF-G?MRoJzZ?mTOm740?niMlu WRot_IorFRU8kHknbyAj SZ •18-0 7-5-0 14.10-0 18-0 + - 75-0 -- 7-5-0 Scale=1.28.6 4x6= 3 6.00 14• 15 15 12 13 17 _ 4 3 1 5 326= 1.1a4 II Sri= ( 7-5-0 14-10-0 7-5-0 7-5-0 Plate Offsets(X,Y)-- [2:0-0-12,0-0-21.[4:0-0-12,0-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.16 5-8 >999 240 MT20 220/195 (Roof Snovr-25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.23 5-8 >789 180 TCDL 7.0 Rep Stress lncr YES WB 0.14 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MS Weight 50 lb FT=20% BCDL 10.0 LUMBER. BRACING- TOP CHORD 2x4 DF No.1&8tr TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purling BOT CHORD 2x4 OF No.1&Btr GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std REACTIONS. (size) 4 1-5-8 2=0-5-8 Max Horz 2=70(LC 14) Max Uplift 4=-49(LC 15),2=-78{LC 14) Max Gray 4=702(LC 22),2=605(LC 21) FORCES. (Ib)-Max.Comp/Max.Ten -All forces 250(Ib)or less except when shown. TOP CHORD 2-3=938/177 3-4=-944/185 BOT CHORD 2-5=-811723 4-5=-81/723 WEBS 3-5=0/345 NOTES- 1)WInd:ASCE 7-16,Vult-120mph(3-second gust)Vasd=95mph.TCDL=4.2psf:BCDL=6 Opsf;h=25ft;Cat.II.Exp B.Enclosed; MVYFRS(envelope)gable end zone and C-C Exterior{2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-5-0 Extenor(2R)7 5-0 to 10-5-0, Interior(1)10-5-0 to 14-10-0 zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces &MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1.15),Is=1.0 Rough Cat B;Partially Exp.;Ce=1.0;Cs=1 00,Ct=1 10 3)Unbalanced snow loads have been considered for this design n o 4)This truss has been designed for greater of min roof live load of 18.0 psf or 100 times flat roof load of 25.0 psf on overhangs � �E3 P R OFFss non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5 NG NEF 4O 6)*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 9 4- will flit between the bottom chord and any other members ••iC- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s)4,2 87 22P 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 N �nr 9 (C‘Ai,OREGON 99 1ti - On BER >\n A. HO; EXPIRES: 06/30/2023 December 10,2021 1 f O WARNING Veny desg-parameters and READ NOTES ON THIS ANO INC.U0ED MITEK REFERENCE PAGE MI 7473 rev 5/192020 BEFORE USE i1 Design valid for use only with MITek®mnnedors.The design is based only upon parameters shown,and for an individual building component not a truss system Before use.the budding designer must verily the applicability M design parameters and property incorporate this design into Ilse overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. Fe general guidance regarding the labricatlon,storage delivery.erection and bracing id trusses and truss systems see ANSITPII Quality Criteria,OSB49 and SCSI Bonding Component 250 Mug Circle Safety Information available from Truss Plate Instrture 2870 Crain Highway Suite 203 Waldorf MO 20805 Corona.CA 92880 Job 1Truss Truss Type Oty Ply POLYGON-T.MORRMH 2S TRIPLEX(A) K10614665 25118 P03 California Girder 1 q J Job Reference(optional) Pacific Lumber&Truss Co, lake Oswego.OR-97035, 8.430 s Aug 162021 MiTek Industries,Inc. Thu Dec 9 10:50.36 2021 Page 1 ID.eM2yIOJm5vewge2uSY7 myz30cF-CNUCD_qXN)87REm6CYzzxWEcoy1J1bnb2mrrUyA)SX -1-8-0 3-5-9 6-1.4 6.11.15 7.10.1 8-8.12 11-4-7 14-10-0 I' 14-0 3-5-9 ( 2-7-11 10-10-1t 0-50.2 0-10-11 2-7-11 I 3-5-9 • Scale-1274 blrt2 4 5 600 t2 344 i ]I! 3 a 71l l 3 16ISI 7 3 2 n n n ,, 11 1i 1 I 1 11 16 10 9 19 8 20 LIB= 344 II 3x4= 8x8= 1K2U626 302 II 3x12= Lt1624 NAILED HGUS2S-2 HGU526 HGUS26 t 3-5-9 l 61-4 8-1-8 ,8-8-12 11-4-7 ( 14-10-0_ f 3-5-9 2.7.11 2.0-4 '0.7.4' 2.7-t1 _ _ 3-5.9 Plate Offsets(X,Yr 17:1.0.0,0-0-151,19'0-4-0,0-4-121 T_ LOADING (psf) SPACING- 2-0-0 Ca DEFL. in (loc) Udel UV PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.10 8-9 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0 15 8-9 >999 180 TCDL 7.0 Rep Stress nor NO VVB 0.67 Horz(CT) 0 04 7 n/a n/a BCDL 10.0 • Code BC20181TPi2014 - Matrix-MS Weight 249 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No 18Btr'Except' TOP CHORD Structure wood sheathing directly applied or 5-11-14 oc purlins, 4-5:2x6 OF 1800F 2 1E except BOT CHORD 2x6 DF 1800F 2.1E 2-0-0 oc purins(6-0-0 max.) 4-5 WEBS 2x4 DF StudlStd BOT CHORD Rigid cei.ing directly applied or 10-0-0 oc bracing REACTIONS. (size) 7=0-5-8 2=0-5-8 Max Horz 2=60(LC 50) Max Uplift 2=355(LC 10) Max Gray 7=8757(LC 31),2=4991(LC 31;: FORCES. (lb)-Max.Camp/Max.Ten. All forces 250(b)or less except when shown TOP CHORD 2.3=101841685,3-4=9898/640,4-5=1 1 3311683,5-6=-112631671,6-7=15444/48 BOT CHORD 2-11=-615/9061,1 0-1 1=6 1 519061.9.10=-543/8985,8.9=0/13801,7-8=013801 WEBS 3-11=-281320,4-10=-951687,4-9-185/4179,6-8=0/3634 5-9=251/4579,6-9=-4262/0 NOTES- 1)N/A 2)3-ply truss to be connected together with 10d(0 131-x3")nails as follows: Top chords connected as follows 2x4-1 row at 0-7-0 oc.2x6-2 rows staggered at 0-9-0 oc Bottom chords connected as follows.2x6-3 rows staggered at 0-4-0 oc Webs connected as foliows•2x4 1 row at 0-9-0 oc 'D 3)All bads are considered equally applied to all plies,except if noted as front,,Fi or back(B)face in the LOAD CASE(SI section Ply to o.D PROFt�c+s ply connections have been provided to distribute only oads noted as(F)or(B;,unless otherwise indicated. ,`` Cu 4)Wind:ASCE 7-16,Vult=120mph(3-second gust)Vasd=95mph;TCDL=4 2psf;BCDL=6 Opsf h=25ft.Cat II;Exp B',Enclosed. \Gj NGI NE #5, 10A. MWFRS(envelope)gable end zone,cantilever left and right exposed end vertica'left and right exposed Lumber DOL=1 60 plate �� ' R "Y grip DOL=1 60 9 5)TCLL ASCE 7 16.Pf=25.0 psi Lum DOL=1.15 Plate DOt. 1.15) 15=1 0,Rough Cal B.Partially Exp..Ce=1.0 Cs=1 00,Ct=1 10 87 P 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concunent with other've loads. ^`y. 8)Provide adequate drainage to prevent water ponding. 1 N� 1.' 'V 9)This truss has been designed for a 10.0 psf bottom chord live oad nonconcurrent with any other I ye loads .� A) OREGON (19 4/ 10)-This truss has been designed for a live load of 20 Opsf on the bottom chord in a'l areas where a rectangle 3-6-0 tall by 2-0-0 wide • n,I �O will fit n between the bottom chord and any other members. ' $ER A \ 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(j1=1b) Osi \P 2=355 A. Heck 12)This truss is designed in accordance with the 2018 ntemational Building Code section 2306 1 and referenced standard ANSI TP 1 EXPIRES:06/30/2023 13)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord 14)Use Simpson Strong-Tie LUS24(4-10d Girder 2-10d Truss,Single Ply Girder)or equivalent at 4-0-12 from the left end to connect December 10,2021 this es'Agile&of Whom chord A WARNING Veiny desgn parameters and READ NOTES r:N TH6 AN:i INC u,-iEr MiTEK REFERENCE PAGE Med173 rev 9192020 BEFORE USE IMIli Design valid for use enty with MrTelr®connectors.This desgn is based only upon parameters shown.and a for an individual building component.not a truss system Before use the buildup designer must verify the applicability of design parameters and property incorporate ihn design into the overall Wading budding ing design Bracing indicated is to prevent buing of individual truss web and/or cEded members only Additional temporary and permanent bracing MiTek is always required for sta bitty and to prevent collapse with possible personal iniary and property damage For general guidance regarding the fabricatron.storage delivery erection and Mating or trusses and truss systems see ANSI/Wit Quality Criteria,OSB-82 and BCSi Building Component 250 Kiug Code Safely information evadable from Truss Plate Institute 2870 Crain Highway.Suite 203 Waldorf.MD 20801 Corona CA 92e4i0 Job 'Truss Truss Type 'Oty Ply POLYGON T MORR MH 2S TRIPLEX(A) K10814665 25118 I P03 Caldornia Girder 1 _ Job Reference ioptionat) _ r Pacific Lumber 8 Truss Co Lake Oswego,OR-97035, 8 430 s Aug 16 202'MiTek Industries,Inc Thu Dec 9 1050736 2021 Page 2 D eM2yIQ'r':vewge2uSY7_myz3OcF-CNUCD gXNj8?REm6CYzzxlNEcoytJlbnb2mrrUyi4SX NOTES- 15)Use Simpson Strong-Tie HGUS26-2(20-16d Girder,8-16d Truss)or equivalent at 8-1-8 from the left end to connect trusses)to front face of bottom chord 16)Use Simpson Strong Tie HGUS26(20-10d Girder,6-10d Truss'or equivalent spaced al 2-0-0 cc max starting at 10-0-12 from the left end to 14-0-12 to connect truss(es) to front face of bottom chord 17)Fill all na-.holes where hanger sin contact with lumber. 18)"NAILED"indicates 3-16d Nails(0 162'x 3.5') toe-nails per NDS gu de:nes 19)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loadlsl 128 lb down and 39 lb up at 6-8-2 on top chord The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced) Lumber Increased 15,Plate Increase=1 15 Uniform Loads(plf) Vert 1-4=-64,4-5=-64,5-7=-64.2-7=-20 Concentrated Loads(lb) Vert 10=-334(F)9=-4699(F)13-1973(F)17-108 18=-617(F)19=-2154(F)20=-1991(F) A WARNING enty daargn parameters and REAJ NOTES 1N TH AND NCLLOEC MITEK REFERENCE PAGE M0 7473 ie.Sit i2020 BEFORE USE Design valid for use only with MiTekht connectors The design is based only upon parameters shorn.and is for an irdrvidual building component.not a boss system.Before use the budding designer must verily the appicabiley of design parameters and property incorporate M6 design into the overall building design Bracing indicated Is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing iS always required for sta Wily and to prevent Collapse with possible personal injury and property damage For general guidance regarding the fabrication,storage,deWery eredron and bracing of trusses and truss systems,see ANSI/P11 Quaery Cavort¢,DSB-119 and BCSI Budding Component 250 Mug Code Safety Information available horn Truss Plate Institute,2870 Crain Highway,Suite 293 Waldorf,MO 20601 Corona.CA 92880 Job Truss Truss Type 'thy Ply POLYGON T MORR MH 2S TRIPLEX(A) K10814666 25118 001 GABLE 1 1 • Job Reference Iwnal Pacific Lumber&Truss Co, Lake Osw ego.OR-97035. 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10 5037 2021 Page 1 ID eM2y10Jm5vewge2uSY7_myz30cF ga2aRN2SIhrndapzgv3CV83QRCU42UtwghVONwyAtSW • I 3-6-12 71-8 3-6.12 3-6-12 Scale 1,68.0 15.4 II 5x8 1 5.4 11.5x4 II 2 15x4 II 3 ';sxu :.rig. .v l UP R()Fes, N. • -fiii .3.91:2wi5'rwM.S!: '7 v�4),OREGON el,Q0 1,mo = 3x6 'il 10X10= .0 ly$ER 10 9 8 7 6 5 4 3x6 3x8 �s A. HEa� 3.6 3x6 EXPIRES:06/30/2023 3-6-12 7-1-B 3-6-12 3612 Plate Offsets,X'Cr (4:Edge,0-7-4115:03-0.0-0-8119:0-3-0,0.1-01 j10:Edle.0-7-41 LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in (hoc) fdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.38 Vert(LL) -0.00 9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber COL 1 15 BC 0.03 Vert(CT) -0.00 9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.67 Horz(CT) -0.00 6 nfa vita BCLL 0.0 • Code IBC2018ITPl2014 Matrix-P Weight:138 lb FT=20% BCDL 10.0 rr LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc punins(6-0-0 max.):1-3, except end verticals. BOT CHORD 2x10 DF S5 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 2x4 DF Stud/Std*Except' WEBS 1 Row at midpt 1-10 3-4 2-7 2-10,2-4 1-10,3-4:2x4 DF No 18Btr OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 7-1-8 (lb)- Max Horz 10=260(LC 7i Max Uplift All uplift 100 lb or less at joint(s)7,8,9,6,5 except 10= 1569(LC 24:,4-1565(LC 27) Max Gray All reactions 250 lb or less at joint(s)4 except 7=379(LC 1),10=151 A;LC 31 ,4=1514(LC 28;,8=300(LC 15) 9=255(LC 15).6=300(LC 15) 5=255i;LC 15) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 1.2-6091586,2-3=-609/586 BOT CHORD 9-1 0=-66 716 2 8,8-9=-565/526,7 8=-365/326 6-7-3651326,5-6=-565/526, 4-5-667/628 WEBS 2.10=-1602/1646,2-4=-1599/1642 NOTES- 1)Wind ASCE 7-16;Vuh-120mph(3-second gust;Vasd=95mph TCDL=4.2pst BCDL=6.0psf;h=25f1;Cat.II;Exp B,Enclosed MWFRS(envelope;gable end zone-cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1 60 plate grip DOL=1 60 2)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 Deta Is as applicable or consult qualified building designer as per ANSIITPI 1. 3)TCLL ASCE 7-16;Pf=25 0 psf(Lum DOL=1 15 Plate DOL=1,15y,Is=1.0;Rough Cat B-Partially Exp.;Ce=1.0;Cs=1 00 Ct=1 10 4)Provide adequate drainage to prevent water ponding 5)All plates are 3x4 MT20 unless otherwise indicated 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 toads. 8)'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 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 8 9 6 5 except (it=lb)10=1569,4=1565. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1 11)This truss has been designed for a total drag load of 150 ph.Lumber DOL=(1.33)Plate grip DOL-(1.33: Connect truss to resist drag loads along bottom chord from 0-0-0 to 7-1-8 for 150 0 pl. 12)Girder carries tie-in span(s) 18-1-8 from 0-0-0 to 7-1-8 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the lop and'or bottom chord 14)In the LOAD CASE(S)section.loads applied to the face of the truss are noted as front(F)or back(B;. December 10,2021 t1711UC �r.wv A,WARNIN'.. ',enfy desig;parameters and READ NOTES'.'N TH 7 ANr. NCEI-•rrF 7 MITE K REFERENCE PAGE mn 703 re, S'1512020 BEFORE USE Design valid for use only with MITekth connectors.This design rs based only upon pararnelers drown,and is for an individual building Component not a truss system Before use.the building designer must verily the applicability of design parameters and property incorporate Mrs design nto the overall 1 build:rig design.Bracing indicated is to prevent buckling of individual truss web andlor chord members only AddNonai temporary and permanent bracing ITek R always reg a:red for stability and to prevent collapse with possible personal very and property damage Ear general guidance regarding the fabric:mon,storage delivery erection and bracing of busses and buss systems see ANSI/TP1i Quality CrlMrta DSB-99 and SCSI BWldfng Component 250 Krug Crde Safety!Woo-melon evadable tram Truss Plate Insbtule 2670 Crain Highway Suite 203 Waldorl.MD 20801 Corona.CA 926L0 Job Truss 001 Truss Type GABLE City 1 Ply POLYGON T MDRR MH 2S TRIPLEX(A) K10814666 25118 _ Job Reference;optional] Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8 430 s Aug 16 2021 Muck Industries,Inc Thu Dec 910:50:37 2021 Page 2 ID:eM2yi0JmSvewge2uSY7 myz30cF-ga2aRK?Slhr?dapzgv3CV830RCU42UIwghVONwyAISW LOAD CASE(S) Standard 1)Dead+Snow(balanced) Lumber Increase=1 15,Plate Increase=1 15 Uniform Loads(ptf) Vert 4-10=-209(F=-189),1-3=-64 AWARMNr:-venlydesgnpararnetersandREADNOTE :NTH/ AN_ L :EDMITEK REFERENCE PACE Mil 7473rey6,19/2020 BEFORE USE Design valid for use only with MiTekeb connectors.This design b based only upon parameters shown.and is for an individual building component,nut Mil a truss system.Before use.the budding designer must venty the appilcabdry of design parameters and properly incorporate this design into the weren building design Bracing indicated is to prevent budding or indviduat tons web and/or chord members only.Additional temporary and permanent braong is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSt/TP11 Quality Criteria,oS919 and Bast Building Component 250 Nhg Circle Safety Information available horn Truss Plate Institute,2670 Crain Hghway.Side 203 Waldorf,MD 20601 Corona.CA 92660 'Job Truss Truss Type Oty Ply POLYGON-T,MORR MH 2S TRIPLEX(A) K10814667 25118 002 GABLE 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10 50 39 2021 Page 1 ID eM2yIOJm5vevge2uSY7_myz30cFdy9Ks01igl5jsuzLnK6gbZ8jt'>9PWMJDH7 VSpyAISU 3-6-0 7-0-0 3-6.0 ( 36-0 Scale 1:69 9 1.5x4 II 5x8= 1.5x4 f 1 2 1.5x4 II 3 4 II 10x10= 3x6 II 10x10= 109 8 7 6 5 4 3.6 II 3.6 11 3x6 3.6 I I 3-6- 7-0-0 3-6-0 3-6-0 Plate Offsets(X Y)- [4:Edge,0-7-8],[5:0-3-0,0-1-4],(9:0.3-0,0-1-12],110•Edge,0.7-81 T - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.57 Vert(LL) -0.00 9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0,04 Vert(CT) -0.00 9 >999 180 TCDL 7.0 Rep Stress Inc( NO WB 0.80 Harz(CT) -0.00 6 n/a n/a BCLL 0.0 • Code IBC2018ITP12014 Matrix-P Weight 141 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc purlins(6-0-0 max):1-3, except end verticals BOT CHORD 2x10 OF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std'Except* WEBS 1 Row at midpt 1-10,3-4,2-7,2-10,2-4 1-10,3-4:2x4 OF No.1&Btr OTHERS 2x4 DF$tud/$td REACTIONS. All bearings 7-0-0. (lb)- Max Horz 10=268(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 7=-274(LC 9).10-1651(LC 32),4=-1648(LC 35), 8-247(LC 8),9-205(LC 8),6-247(LC 8),5=205(LC 8) Max Gray All reactions 250 lb or less at joint(s)4 except 7=615(LC 19).10=1604(LC 39),4=1601(LC 36), 8=585(LC 19),9=487(LC 19),6=585(LC 19),5=487(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-634/646,2-3=-603/604 BOT CHORD 9-104-731/721,8-9=-638/628,7-8=438/428,6-7=438/428,5-6=-638/628, 4-5=-731/721 WEBS 2-104-1706/1770,2-4=1635/1696 NOTES- 1)Wind:ASCE 7-16;Vu11=120mph(3-second gust)Vasd=95mph;TCDL=4.2p5f;BCDL=6.opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right ,ED PROFF S exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 tr 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ICJ ,aG I�E�c �O Gable End Details as applicable,or consult qualified building designer as perANSUTPI 1. �� v 7 v9 3)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1 10 4)Provide adequate drainage to prevent water ponding. 871 PE 5)All plates are 3x4 MT20 unless otherwise indicated. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide A is.ry /v will fit between the bottom chord and any other members. a),OREGON rrC 41/ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 274 lb uplift at joint 7,1651 lb uplift at joint 10,1648 lb uplift at joint 4,247 lb uplift at Joint 8,205 lb uplift at joint 9,247 lb uplift at joint 6 and 205 lb uplift at joint 5. 9Ct FMBE R 1� 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI Q 1. A. HO; 11)This truss has been designed for a total drag load of 150 Of.Lumber OOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 7-0-0 for 150.0 pit. 12)Girder carries tie-in span(s):22-1-0 from 00-0 to 7-0-0 EXPIRES: 06/30/2023 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2021 141 oii uSEiS1_,1erd en ,cnads_�plied to the face of the truss ire NAILS}Pont;f) fi bock O WARNIN'-. venry desge coo amelers eni REAC NCTES ON THIS ANC INC.t.DEDMITEK REFERENCE PA']E MI1.7073 rev 6197020 BEFORE LSE Design valid for use only with MiTek®connectors.This design rs based only upon parameters shown,and a for an individual budding component.not a Cuss system.Before use,the building designer must venry the applicability of design parameters and properly incorporate this desgn into the overall building design.Bracing indicated is to prevent buckling cl individual truss web andror chord members only.Addibonal temporary and permanent tracing M iTe k 6 always required for slabiliy and to prevent relapse with possible personal injury and property damage.For general guidance regardug the rabncation,storage.delivery.erection and bracing of susses and truss systems,see ANSI/TPII Duarity Criteria,DSB-19 and BLS,Building Component 250 Klug Cede Safety Information available horn Truss Plate Institute,2670 Cram Highway,Suite 203 Waldorf,MD 20601 Corona.CA 92680 (Job Truss Truss Type 'Oly Ply POLYGON-T MORR MN 2S TRIPLEX{A) K101314667 25118 002 GABLE 1 1 Job Reference,optional) r Pacific Lumber 8 Truss Co. Lake Oswego,OR-97035, 6.430 s Aug 16 2021 MITek Industries.Inc. Thu Dec 9 10:50 39 2021 Page 2 ID eM2ylOJm5ve+vge2uSY7_myz30cF-dy9Ks01 igI51suzLnK6gbZ811'>9PMAJDH1_VSpyAjSU LOAD CASE(S) Standard 1 i Oead+Snow;balanced) Lumber Increase=1.15.Plate Increase=1 15 Uniform Loads(pIt) Vert 4-10=-295(F=275) 1-3=-64 A WARN N Verify design parameters and READ NOTES ON THIS AND NCIJOED MITEK REFERENCE PAGE ma 7473 irk.5/192020 BEFORE JSE Nor,. Design valid for use only wdh MaTek®connectors.This design is based only upon parerseters shown,and is for an Individual building component,not a truss system.Before use the building designer must verify the appbcebdity of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek rs always required for stability and to prevent collapse with possihre personal injury and property damage.For general guidance regarding the fabriwbon.storage,delivery erection and bracing of busses and truss systems,see ANSOTPII(Mealy Crieda,DSB-19 and BCSI Budding Component 250 K1ug Code Safely Information evadable born Truss Plate Institute,2670 Crain Highway Suite 203 Waldorf,MD 20601 Corona CA 92880 Job Truss Truss Type pry Ply POLYGON-T MORR MH 2S TRIPLEX(A) K16814668 25118 003 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10.50 40 2021 Page 1 10 eM2y10Jm5vewge2uSY7 myz30cF-59ji3M1KbcOa02YXL2dv7ntlroPVMFgWNkWs3 FyArST I 490 9-6-0 4.9.0 4.9-0 34a II 5.8= 3.4 I Scale-161 4 2 3 111 t: 010 PROFFss • Q�� �NGINE9 /oy9 870 PE 141 " NEAT OREGONy° rM 44,N 10x10=3x6 II 19 II 3x6 !I 3x6 II 3x6 II 1040= C rl l0 9 8 7 6 5 4 A. HERS EXPIRES: 06/30/2023 4.9-0 9&0 4-9.0 4-9-0 Plate Offsets(X,V)- j(a Ed4e,0-7 sj[10 Edge,0-7-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.00 10 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.06 Vart(CT) -0.00 10 >999 180 TCLL 7.0 Rep Stress Inc( NO WB 0.74 Horz(CT) -0.00 6 nla nla BCDL 10.0 Code 8C2018/TPI2014 Matrix-S Weight hl 172 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 OF No 1&Bir TOP CHORD 2 0 0 oc purlins(6-0-0 max.) 1-3 except end verticals. BOT CHORD 2x10 OF SS BOT CHORD Rigid ce ing directly applied or 6-0-0 oc bracing WEBS 2x4 OF StudiStd WEBS 1 Row at midpt 1-10,3-4,2-7 2-10 2-4 OTHERS 2x4 OFStud;Std REACTIONS All bearings 9-6-0 (lb) Max Harz 10-260(LC 4) Max Uplift All uplift 100 lb or less at joint(s)7.8 9.6,5 except 10=-1577(LC 24),4=-1572(LC 27) Max Gray All reactions 250 lb or less at joint(s)8 6 except 7=372(LC 1),10=1537(LC 31),4=15311LC 28), 4=341(LC 11,9 434(LC 48; 5-434(LC 51) FORCES. (lb) Max Comp./Max Ten A forces 250(lb)or less except when shown TOP CHORD 1-2=-782/760,2-3=-7821760 BOT CHORD 9-10=8611809.8-9-571/518 7-8=-371/318 6-7=-351/318 5-6=-5711518. 4-5=-847/809 WEBS 2-10=-162011679,2.4=161411673 NOTES- 1)Wind:ASCE 7-16,Vult=120mph{3-second gust)Vasd=95mph TCDL=4.2psf BCDL=6 Opsf,h=25ft,Cat II,Exp B.Enclosed, MWFRS(envelope)gable end zone cantilever left and right exposed end vertical left and right exposed.Lumber DOL=1 60 plate grip OOL=1 60 2)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 qua lied building designer as per ANSI/TP 1 3)TCLL ASCE 7-16,Pf=25 0 psf Lum DOL 1 15 Plate DOL=1 15),Is=1 0,Rough Cat B,Partially Exp.,Ce=1 0 Cs=1 00,Ct=1 10 4)Provide adequate drainage to prevent water ponding 5)All plates are 1 5x4 MT20 unless otherwise indicated 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 3-6-0 to by 2-0-0 wide will fit between the bottom chord and any other members with BCDL=10 Opsf 9)Provide mechanical connection by others;of truss to bear 9g plate capable of withstanding 100 lb uplift at pint;si 7.8.9 6 5 except (11=1b)10=1577 4=1572 10)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 11)This truss has been designed for a total drag load of 150 plf Lumber DOL=(1 33)Plate grip 13OL=(1 331 Ccnnect truss to resist drag loads along bottom chord from 6-0-0 to 9-6-0 for 1500 plf 12)Girder cames tie-in spamis'r 17-9-0 from 0-0-0 to 9-6-0 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord 14) In the LOAD CASE(S1 section loads applied to the face of the truss are noted as front(F)or back(B) December 10,2021 Continued on nasal WARNIN'. warty dosnr,parameters and READ NOTES ON THI'.ANC INO_LtrE',MITES REFERENCE PAw.E MII 14i'1 rev 5l18IlV7b BEFORE USE 1411/ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component.not a eras system.Before use the building designer must verify the applicab00y of design parameters and property incorporate this design into the overal Widow design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bra MiTek' a always required for stability and to prevent colapse with possible personal injury end property damage For general guidance regarding the fabrication.storage dekvery erection and bracing of trusses and truss systems see ANSUrPl f Quality Criteria,OSB-$P and SCSI Building Component 250 Klug Cvde Safety Info enstfon avadabie from Truss Plate Imhtule 2870 Crain Highway Stine 203 Waldorf MO 20601 Carona CA 92850 Job Truss Truss Type ¶Qty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814668 25118 003 GABLE 1 1 _Job Reference(optional) 4 Pacific lumber 3 Truss Co.,r Lake Oswego OR 97035 6.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10:50:41 2021 Page 2 ID eM2yJOJm5vewge2uSY7 myz30cF-ZLH5Gi2yMvLR5C7kv188g_EQYprb_HlWJTcWhyAjSS LOAD CASE(S) Standard 1)Dead+Snow(balanced) Lumber Increase=l 15,Plate Increase=l 15 Uniform Loads(p1f) Vert 4.10=151(F=131) 1-3=-64 A WAR NW:: Venty design parameters and READ NOTES 3N TH S ANC NCLUDEOMITEK REFERENCE PAGE MII.7473 raw s I i 5FF ,_ ;F Oesign vaid for use only v41111.4700 connectors This design b based only upon parameters sltOwn,and b for an individual building component.not111111 a boss system.Before use the budding designer must verily the appicabildy of design parameters and properly incorporate this design into the overall building design.Bradng indicated is to prevent budrltng of indredual truss web lower chord members only.Additional temporary and permanent bracing M ITek is always required for stolidity and to prevent collpse with possible personal injury and properly damage For general guidance regarding the fabrication,storage,delivery erection and bracing of trusses and truss systems,see ANSUTPI r Quality CHNMa,OSB29 and BCSI Budding Compomnr 250 Klug Code Safely Informalion available horn Truss Plate Instdule 2670 Crain Highway Suite 203 Waldorf.MO 20601 Corona.CA 82880 Job Truss Truss Type 0ty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814669 25118 004 GABLE 1 1 Job Reference{0-tional' Pacific Lumber&Truss Co., Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 70.50:42 2021 Page 1 ID:eM2ylOJm5vewge2uS Y7_myz30cF-1 XrTU23a7DTIjMhwTTINCCmGn0AXpsgzzD936yAjSR 4-9-0 9-6-0 • I 4-9-0 I 4-9-0 3x4 II 5x8= 3x4 Scale-1 650 I 2 3 i/ \ • gl / E \ 03 • \\;?4'- r� J LI 6 6 - 10x10=3x6 I I 3x6 II 3x6 1110x10= 10 9 8 7 6 5 4 3x6 11 3x6 II 4.90 948-0 4-9-0 4-9-0 1 Plate Offsets(X,Y)- j4:Edae,0-7-81(10:Edge.0-7-81,1,18 aa0_.aa0j,118:aa0,aa01,t20:aa0 aa�12D:0-ao.0-0.01 t21:aa0.0-ao1 LOADING (psf) SPACING. 2-0-0 CBI. DEFL. in floc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.00 10 >999 240 MT20 220/195 (Root Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 10 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.88 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-S Weight:175 lb FT=20% BCDL_ 100 _ - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2 0-0 oc puriins(6-0-0 max.) 1-3 except end verticals BOT CHORD 2x10 DF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 2x4 DF Stud/Std'Except' WEBS 1 Row at midpt 1-10,3-4,2-7 2-10,2-4 1-10 3-4:2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std REACTIONS. All beanngs 9-6-0 I'b)- Max Hon 10--268(LC 32) Max Up in All up ill 100 lb or less at joint(s)except 7=-240(LC 34),10=1723(LC 32),4-1718(LC 35),8=-160(LC 32),9-338(LC 351 6n 160(LC 35),5-338;LC 32) Max Gray All reactons 250 lb or less at joint(s)except 7=614(LC 19).10=1719(LC 39) 4=1714(.0 36). 4=415(LC 1) 8=409(LC 59),9=795(LC 56),6=409(LC 56) 5=795(LC 59) FORCES. (Ib)-Max Comp/Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-809/845.2-3=-784/802 BOT CHORD 9-10=-946/924,8-9=-655/662,7.8=-435/462.6-7=-455/462.5-6=-655/662, 4-5=946/953 WEBS 2-10=-1692/1757,2-4--183511901 NOTES- 1)W1nd ASCE 7-16;Vutl=12Dmph(3-second gust!Vasd=95mph:TCDL=4 2psf BCDL=6.0psf h=25ft,Cat II Exp B Enclosed MWFRS(envelope)gable end zone and C C Comer(3)zone,cantilever left and right exposed end vertica left and right CEO PROFS exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 �(, is 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face) see Standard Industry �J� NG 1 NEC Is/p Gable End Details as applicable,or consult qualified building designer as per ANSI/IPI 1 ,� R y 3)TCLL ASCE 7-16 Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0,Rough Cal B;Partially Exp Ce=1 0,Cs=1 00:Ct=1 10 4)Provide adequate drainage to prevent water ponding. 870 PE 5)All plates are 1 5x4 MT20 unless otherwise indicated. 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 cle 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-5-0 tall by 2-0-0 wide will frl between the bottom chord and any other members,with BCDL=10.0psf. NEAT OREGON (19 4,,// 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 240 lb uplift at joint 7 1723 lb uplift at joint 10 1718 lb uplift at joint 4, 160 lb uplift at joint 8,338 lb uplift at joint 9,160 Pb uplift at joint 6 and 338 lb uplift at joint 5 '�O FM Q 8 E R \. A ID)This truss is designed in accordance with the 2018Intemational Building Code section 2306.1 and referenced standard ANSIITPI �Si �r 1. A. HE- I I)This truss has been designed for a total drag load of 150 pit.Lumber DOL=(1 33)Plate grip DOL=(1 33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 9-6-0 for 150.0 pH. 12)Girder carries tie-in span(s):22-1-0 from 0-0-0 to 9-6-0 EXPIRES: 06/30/2023 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord December 10.2021 Vt It)ilie hariCipEISI section loads atolted to the face of the truss we noted as front(F)or back MIL A WARNING yenfy design parameters and REAL)4101E s ON THIS ANn 4Ci.U)0i)MITEK REFERENCE PAGE Ma 74/3'Cu%'I9R020 BEFORE i SE Design valid for use very with MrTelet connectors The design is based cnly upon parameters shown.and is for an Indmdual building component not a truss system Before use the building designer roust venfy the applicable,of design parameters and property incorporate this design into the overall Me. building design bracing indicated is to prevent buckling of indNidual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal n,ury and properly damage For general guidance regarding the fabrication storage,delivery erection and bracing of trusses and truss systems see ANSI/FPRI Quality Criteria,D58-19 and SCSI Banding Corrrponant 250 long Cade Safety rnformarlon masabln from Truss Plate Institute.2870 Craw Highway Suite 203 Wabdod.MD 20801 Corona.CA 92880 Job Truss Truss Trpc Oty 1 Ply POLYGON-T MORR MI-I 2S TRIPLEX(A) 25118 �004 GABLE 1 I 1 K10814669 • Job Reference;optional) { Pacific Lumber&Truss Co Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10:50:42 2021 Page 2 ID.eM2yIQJm5vewge2uSY7 myz30cF-1 XrTU23a7DTIjMhwTTMCCmGnDAXjisgzzD938yAjSR • LOAD CASE(S) Standard 1 Dead+Snow(balanced) Lumber Increase=1.15,Plate Increase=1.15 Unnorm Loads(p11) Vert 4-10=242(F-222),1-3=-64 Ark WAAMNC Verify design pararnetera and REAL NOTES ON THIS ANC/INCt.AEO MITEK REFERENCE PAGE MII•7473 rev 5/192/320 BEFORE USE mill. Design valid for use only woh MiTekti connectors This design is based only upon parameters shown.arid is for an ind virtual building component.nor a truss system Before use,the budding designer must verify the applicability of design parameters and property incorporate this design{el.the overall lording design Branng indicated a to prevent bucking of individual Miss web andr5 crord members only Additional temporary and permanent tuning MiTek. n always required for stability and to prevent collapse with possible personal rlury and property damage For general guidance regarding the fabrication storage delivery erection and bracing of busses and buss systems.see ANSI/TPS-Qualify Criteria,BS8-SE and BCSO Building Component 250 Klug Condo Safely Information readable horn Truss Plate Institute.2870 Crain Highway.Sude 203 Waldorf MD 20601 Corona.CA 92660 Job Truss Truss Type Oty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814670 25118 121 Comer Rafter 2 1 t _ _ Job Reference;optional; Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10:50:43 2021 Page 1 ID:eM2yIOJm5vewge2uSY7_myz30cF-VkPrhN4DuXb9LVG60AAcIPJUNcXxSLspCdyjbayAtSQ -2-1-7 5-6-6 5.a-13 6-6-6‘,: I 2.1.7 5-6-6 --- '6-2-3 0.9-9 ' Scale=1 17 5 4 646 :_- NAILED 3 3x4 I 1 4.24 12 ' I'\ NAILED NAILED 1 3x4 = 5 oie0Igl 111:11i Olio 2 I oiiiiiiiiiiiiir t ., 5b8 5-6.6 Plate Offsets(X,Y),- (2:0-0-2.0-0-131.(3:0-0-4 0-2-141 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.03 2-3 >999 240 MT20 220,195 (Roof Snow=25 0; Lumber DOL 1.15 BC 0.00 Vert(CT) -0.04 2-3 >999 180 TCDL 7 0 Rep Stress Inch NO WB 0.00 Horz(CT) -0.00 3 nla nia BCLL 0 0 Code IBC20181TP12014 Matrix-MP Weight 21 lb FT=20'% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 DF No 18Btr TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. rslzei 2=0-7-6,3=0-2-2 Max Horz 2=102(LC 6) Max Uplift 2--129(LC 6),3=-103(LC 10) Max Gray 2=429(LC 16i.3=390(LC 161 FORCES. (lb)•Max Comp.IMax.Ten. All forces 250(lb)or less except when shown. NOTES- 1)Wnd ASCE 7-16 Vult=120mph[3-second gust;Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cal [I,Exp B,Enclosed MWFRS(envelope)gable end zone;cantilever left and right exposed end vertical left and right exposed,Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7 16 P1=25.0 psf i t urn DGL=1.15 Prate DOL=1.15);13=1 0:Rough Cat 8;Partially Exp.Ce=1 0,Cs=1 00.C1=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5)'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. 6)Bearing at joint(s)2 considers para let to grain value using ANSIITPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 8)Provide mechanical connection I.by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 2 and 103 lb uptift at ncO PR OF-4- joint 3 � -`` OS 9)Beveled plate or shim required to provide full bearing surface with truss chord at loint(s)3. �GJ NG I f'4 �O 10)This Iru55 is designed n accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �� V 'T 4i 1 �- / `9t, I I)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. 8 2P 12)In the LOAD CASE(S section,loads applied to the face of the truss are noted as front(F)or back(B) LOAD CASES) Standard 1;Dead+Snow(ba anted is I umber increase=1.15 Plate mncrease=1.15 .4N0 IN Ai uniform Vn Loads y Ai,OREGON ryev Ol Concentrated Loads ilbl Vert 3=-79(B)5=.121Bi cOs,n 8EH �ECk�P EXPIRES: 06/30/2023 December 10,2021 A,WANING Verify design parameters:.rid READ NOTES ON THIS AN()NCI traEC MITEK REFERENCE PAGE Mil 74,3 rev 5119/202i BEFORE USE ' Design valid tor use only wdh MiTek®connedors This design is based only upon parameters shown,and is for an vWtvldual building component.not a truss system Before use the ouiidug designer must verify the appkcabtty of design parameters and property hcorporate rhis design into the overall building design Bracing inacated is to prevent buckling of individual truss web andior chord members only Additional temporary and permanent bracing MiTek is always required lot stabdrty and to prevent collapse will possible personal injury and property damage For general guidance regarding the fabrication.storage delivery.erection and braving of trusses and truss systems,see ANSI/1)11 Quality Criteria,Dan-la and BCS!Building Component 250 Klux Code SafefylnformetUon avaaeble horn Truss Plate msbtute.2870 Cram Highway Side 203 Waldorf MO 20801 Corona,CA 92880 Job Truss Truss Type Oty -Ply POLYGON T MORR MIA 2S TRIPLEX(A) K10814671 25118 'R2 Ratter 1 1 l Job Reference;optional) 7 Pacific Lumber 8 Truss Co. Lake Oswego.OR-97035. 8.430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10:50:49 2021 Page 1 ID eM2ylQJmSvewge2uSY7 myz3OcF-Ktm6yR8zTNM13OkGNRHO?gZIAK1aLs3LraZPIpEyAjSK -2.1.7 5-9 15 2-1-7 * 5-9.15 -4 Scats•1 16 5 Special 8x6'Special 3 3af8 3.54 12 NAILED 11 _ NAILED 378' 5 rJ 41t6= N daj 2 • 4 5-9-15 5-9.15 Plate Offsets(X,Y)-- [2:0-0-3,0-0-141,13:0-1-2,0-2-131 LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.03 2-3 >999 240 MT20 220i195 (Roof Snow-25.0) Lumber DOL 1.15 BC 0.00 Verl(CT) -0.04 2.3 >999 180 TCDL 7.0 Rep Stress Inc( NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 • Code IBC20181fP12014 Matrix-MP Weight:20 lb FT a 20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No 18Btr TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc puilins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=0-2-2,2=0-7-6 Max Horz 2=74(LC 6) Max Uplift 3=-101(LC 10).2=-139(LC 6) Max Gray 3=385(LC 16).2=481(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten -At forces 250(lb)or less except when shown. NOTES- 1)Wind ASCE 7-16;Vutt=l2omph(3-second gust)Vasd=95mph TCDL=4 2psf;BCDL=6.Opsf;h=25ft;Cat II,Exp B.Enclosed. MINERS(envelope)gable end zone,cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1 15),Is=1 0;Rough Cat B;Partially Exp;Ce=1 0.Cs=1 00.Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tal by 2-0-0 wide will fit between the bottom chord and any other members 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Ep P R OFEss 3=101,2=139 9)Beveled plate or shim required 10 provide full bearing surface with truss chord at)oinl(s)3. Gj NG NE&• VO 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1� 7 y 11),NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3') toe-nails per NDS guidelines. 87 PE 9 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)109 lb down and 41 lb up at 5-8-8.and 128 lb down and 41 lb up at 5-8-8 on top chord The design/selection of such connection device(s)is the responsibility of others 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(Fl or back;B;. LOAD CASE(S) Standard y 1.OREGON et,, 1)Dead+Snow(balanced) Lumber Increase-1 15.Plate Increase•1 15 9C, 6%418ER aN4PLO Uniform Loads(plf) Vert 1-3=-64 A. HE`- Concentrated Loads(Ib) Vert 3=185(Fe_102,B-83)5=-11(F) EXPIRES:06/30/2023 December 10,2021 WARNIN.. Venfy design,parameters and READ NOTE`CN THI:.AN.)INCI,%Er MITER REFERENCE PAr:E Ms 703 rev 5112202D Fr-011 USI Design valid for use only well MiTek®connectors The design is based only upon parameters Shown,and a for an individual building component not a urns system Before use the building designer must verify the appkcabaity of design parameters and teopedy inwrpaate this design into the overall building design Brapng indicated a to prevent buddy.g e1 individual truss web andlor chord members only Addibunal temporary and permanent bracing MiTek- a always required for stabley and to prevent collapse with possible personal ryury and property damage For general guidance regarding the fabrication storage delivery erection and bracing of bu55e5 and truss systems.see aesurpui Qualify entails,PSa•aa and aCSI Building Component 250 Klug Code Sanely lnfommtion avai able from Truss Plate Mstitule 26'0 Crain Highway Suite 203 Waldorf.MD 20601 Corona CA 82360 Job Truss TTruss Type 1Qty Ply I POLYGON-7 MORR MH 2S TRIPLEX(A) K10814672 25118 R4 Corner Rafter 2 1 f Job Reference;optional} _ Pacific Lumber 8 Truss Co. Lake Oswego OR-97035 8.430 s Aug 16 2021 MrTek Industries,Inc. Thu Dec 9 1050 50 2021 Page 1 10 eM2yIQJm5vewge2uSY7_myz30cFo4KU9n9cEgU9haJSx8oFXu5t8RwabWbrpD9aLgyA1SJ _-2-5-7 3-4.15 3-11-10 7-7 13 2-1-7 t 3-415 0-6-11 3-8-4 Scale=1 194 4 1,.. LEO 't 11 001111111111111111111 1MN 7 424 12 il NAILED 6x6 NAILED iiii � 3w11 6 wow- 'T s 0 2 0„ fle ►1 3_4.15 _ 7-7-13 I 3-4-1.". 4-2-14 Plate Offsets(X Y)- 12;O-0-3,0-0-11j13:0-0-5,0-2-15j _ _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.32 Vert(LL) -0.05 3-4 >999 240 MT20 220/195 (Root Snow=25 0) Lumber DOL 1 15 BC 0 00 Vert(CT) -0.05 3-4 >876 180 TCOL 7 0 Rep Stress Inc( NO WB 0 00 Horz(CT) -0.00 4 nia n/a BCLL 00 • Code IBC2018TTPI2014 Matrix-MP Weight 191b FT=20% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins BOT CHORD Rigid ceiling direct y applied or 10-0-0 oc bracing REACTIONS. ;size) 4=0-2-2,2=0-7-6,3=0-6-6 Max Horz 2=115(LC 25) Max Uplift 4-52(LC 6) 2-110(LC 6),3=-89(LC 10) Max Gray 4-186(LC 16),2=322(LC 16),3=326(LC 16) FORCES. (Ibl-Max.Comp Max,i Ten -All forces 250(lb)or less except when shown. NOTES- 1)Wind ASCE 7-16.Vult=120mph(3-second gust)Vasd=95mph TCDL=4.2psf;BCDL=6.0psf;h=25f1;Cat.II;Exp B Enclosed. MWFRS(envelope)gable end zone.cantilever left and right exposed;end vertices left and right exposed:Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16:Pf=25.0 pat(Lum DOL=1.15 Plate DOL=1.15);Is=1.0:Rough Cat B;Partially Exp.;Ce=1.O;Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been des geed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 5)'This truss has been des gned for a live load of 20.opsf 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 6)Bearing at joint(s;2 considers parallel to grain value using ANSIIfPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to beanng plate at joint(s)4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3 except(jt=lb) -t O P R OFec,, 2=110 �� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. .CJ tAG I NE`c /O 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �� 9 -v 11)"NA LED'indicates 3-10d skew 45 to 135 degrees(0.148"x 3') toe-nails per NOS guidelines. 87022P E Q� jc12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard -/ --°--.-'7.. (V 1 Dead+Snow(balanced):I umber Increase=1.15,Plate Increase=1.15 Uniform Loads Iplt} y N4 OREGON rt, O4, Vert 1-4=-64 t� Concentrated Loads(bl 'o EMBER '1' Vert:6=3(B) on A HEaN•4P EXPIRES: 06/30/2023 December 10,2021 W?ANIN ':onri design parameters and READ NOTE`..'rN TNI;ANC cNC.'..r:E.rrMITEK REFERENCE PAGE Nil 4 `rn 541al7nUo MFn<Yif In:1 l Design valid for use only wdh MiTe kg.connectors.This design is based only upon parameters shown and is for 7n individual budding Component.not a truss system Before use the building designer must verify the app icabifr or design parameters and property incorporate tha design into the overall Pulling design Bracing indicated a to prevent buckling of individual truss web antron chard members nip Additional temporary end permanent bracing M ITek is allays required for stability and to prevent collapse with possible personal rntury and property damage Fe general guidance regarding the fabrication storage.debvery,erection and bracing of trusses and truss systems.see ANSiffPf1 Gustily Criteria,OSB-zs and GCS,Building Component 250 Klug Circle Safety rnformadon available from Truss Plale Institute 2870 Clain Hghway Suite 203 Waldorf MO 20801 Corona.CA 92680 Job 'Truss Truss Type Oly 'Py POLYGON-T MORR MH 2S TRIPLEX(A) K10814673 25118 R5 Corner Rafter 2 1 Job Reference(Optional) Pacific Lumber&Truss Co, take Oswego.OR•97035, 8 430 s Aug 16 2021 MiTek Induslnes,Inc Thu Dec 9 10:50:51 2021 Page 1 p rD-eM2yl0Jm5vewge2uSY7_myz30cF-GGulN7AE?_cOtklfUsJU45eoOrFpKzr 2lu8t6yAJSl -2-1.7 t 3.4.15 -11-11 84.14 10-0-13 2-1-7 34-15 f04-11 4-9-4 • 1-3-15 Scale=1 23.7 5 9 4 NAILED Aori 4.24 72 NAILED B NAILED 7 10 • 8o8 NAILED 3 6 3-4-15 3-4-15 Plate Offsets(X,Yj- (2:0�8,0 0 131,13:0 0 a,0 3 01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (Icc) Vdefl Ltd PLATES GRIP TCLL 25.0 Plate Grip IDOL 1.15 TC 0.44 Vert(LL) -0.08 3-4 >740 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0 10 3-4 >601 180 TCDL 7.0 Rep Stress Ina NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MP Weight 23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-7-6 3=0-6-6 4=0-4-4 Max Horz 2=140(LC 6) Max Uplift 2=101(LC 6),3=-96(LC 10),4-172(LC 6) Max Gray 2=289(LC 1),3=300(LC 16),4=634(LC 16) FORCES. (lb)-Max.Comp./Max.Ten. All forces 250(lb)or less except when shown NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph,TCOL=4.2psf'BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone,cantilever lett and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(turn DOL-1 15 Plate DOL-1.15); 81 0;Rough Cat B;Partially Exp.;Ce=1 0;Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in a I areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) le =172. � ikEp PROper, 8)Beveled veled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 9)Th s truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 ��5 !NG I NE$.n 'Q 10)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)260 lb down and 82 lb up at Q�I 9-1-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8 0/PE 12) In the LOAD CASE(S)section.loads applied to the face of the truss are noted as front(F)or back(B) LOAD CASE(S) Standard 1)Dead+Snow(balanced) Lumber Increase=1 15,Plate Increase=1,15 i" " ry M Uniform Loads(plq A, ry OREGON 9 4, Concentrated L ads(lb) '- T`M 11 �O Vert:6-3(B)8=-99(F)9-219 CO $�R taNkQ' A. HE- EXPIRES:06/30/2023 December 10,2021 A,WARNING Veep desgn pagarmiere and READ NOTES ON TH 5 AND'NCLUDEO MITEK REFERENCE PAGE MII 7473 rev Sr19f2020 BEFORE USE Design valid log use only with Webb conneaom This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use the building designer must verify the applicability of design parameters and property incorporate Ue design into the dveraf building design. Bracing indicated a to prevent buckling of individual t uss web and/of chord members only Additional temporary and permanent b'sang • a always required tog stability and to prevent rmlapse wen possible personal niury and property damage For general guidance regarding the fabrication storage.delivery erection and bracing of busses and truss systems,see ANS1/TPII Quality Crftelte,DSB49 and SCSI Bulldfng Component 250 Khg Code Safety Information available from Truss Plate institute 2670 Crain Highway Suite 203 Waldorf.MD 20601 Corona.CA 02040 Job Truss Truss Type Qty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814674 25118 R6 Comer Rafter 2 1 1 Job Reference lional Pacific Lumber&Truss Co„ Lake Oswego,OR-97035, 6.430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10:50:52 2021 Page 1 ID:eM2yIQJm5vewge2uSY7_myz30cF-kSSFaSBsmlktwuSr2ZgjcJ8y0Fb23058HXehPZyAISH �. -2-1-7 8-4-5 64,12 10-4-62-1-7 + 8.4.5 OLi-'- 1-9.10 Scale 1f2"=1 4 NAILED 8>a6 2 00111111111 3x6Z 3 r NAILED �1 ' ia 4.24 12 3x6 NAILED ♦r4 7 P. NAILED ' 3x6. r_r >LED6' 0110 A 4x6= 2 104 8-4 5 I 8-4-5 _Plate Offsets1X0Y)- 12:0-0-3,0-1.11 13:Edge 0-3-21 I LOADING fps() SPACING- 2-0-0 CBI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.46 Vert(LL) -0.15 2-3 >677 240 MT20 220.'195 Roof Snow 25.0) Lumber COL 1 15 BC 0.00 Vetl(CT) -0.20 2-3 >503 180 TCDL 7 0 Rep Stress Inc( NO 1NB 0.00 Horz(CT) -0.00 3 n/a nla BCLL 0 0 Code IBC2018ITP12014 Matrix-MP Weight 30 lb FT=20°- BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structure wood sheathing directly applied or 6-0-0 oc puffins BOT CHORD Rigid ce ng directly applied or 10-0-0 oc bracing REACTIONS isize) 2=0-7-6,3=0-2-2 Max Horz 2=143(LC 6) Max Uplift 2=138(LC 6),3—195(LC 10) Max Gray 2=480(LC 16),3=723(LC 16) FORCES. (lbj Max.Comp./Max Ten.-All forces 250 ilb)or less except when shown NOTES- 1)Wind ASCE 7-16,Vult=120mph(3-second gust)Vasd=95mph TCDL=4.2ps1 BCDL=6 Opsf h=25ft,Cat.II;Exp B,Enclosed MWFRS(envelope)gable end zone;cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15),(sal 0 Rough Cat B,Partially Exp;Ce-1 A;Cs=1 00,Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5)'This truss has been designed for a live load of 20 Opsf 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 6)Beanng at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Bu d ng des finer should verify capacity of beanng surface. 7)Provide mechanical connection(by others)of truss 10 bearing plate at joint(s)3 8)Provide mechanical connection(by others)of Truss to beanng plate capable of withstand ng 100 lb uplift at joinl.;s)except(jt=lb) �G�Ep PROFFss 2=138 3=195. 4 9)Beveled plate or shim required to provide full bearing surface with truss chord at foint;s'l 3 may. NGI NE.s /Q 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSlfTP, �C? 7 �/ 1 "I 11)'NAILED'Indicates 3.10d skew 45 to 135 degrees(0 148"x 3") toe-nails per NDS guide nes 87 22P E - 12) n the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F;or back B. LOAD CASE(S) Standard ^•y• i i Dead+Snow(balanced):Lumber Increase=1 15 Plate Increase=1 15 1 N� .ry 'Y Uniform Loads iptf) .7 '0i.,OREGON rl� 4/ Vert 1-4=64 Concentrated Loads(b) 'A0 'M&ER 11. O Vert 3=163(B)5=37(8)7=-128(F=49,B=-79) OS w HGn�P EXPIRES:06/30/2023 December 10,2021 O WARNING Verify desgn parametorn and READ NOTES_N THIS AND INCLUDED 1.11TE h:REFERENCE PAGE MA 7473 rev 5/192020 BEFORE USE wii Design valid for use only with MITeke connectors This design Is based only upon parameters shown and is for an individual building component notMil a truss system.Before use the building designer must verify the appiKabil ty of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web andtor chord members only Additional temporary and permanent bracing MiTek is always required for slabiay and to prevent collapse wren possible personal injury and property damage Fix general guidance regarding the labircullon storage delivery erection and bracing or trusses and buss systenrs see ANSPTPIf Quality Criteria,DSe-19 and BCSI Building Component 250 Klug Code Safety lnformafloa available from Truss Plate Institute,2670 Crain highway Suite 203 Wa ldod MD 20601 Corona_CA 92830 I -- Job Truss Truss Type City Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814675 25118 R9 Corner Rafter 2 1 Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10:50:52 2021 Page 1 ID eM2yIOJm5vewge2uSY7_myz30cFaiSSFaSBsmIktwuSr2ZoicJBxjFb23058HXehPZyAjSH 2.1.7 7-5-11 8-2.8 9-2-4 2-1-7 7-5-11 0-8-13 t 0-11-12 { Scale=1 21.6 4 NAILED 6s6% 7 NAILED 3 31t8� rdd� 4.24 IV 11:10,110 11111.11. 34 ry NAILED rr NAILED ]a16% 5 �L 1 10. 2 1 1111111 7-5-11 7-5-11 Plate Offsets(X,Y)- (2:0-0-3,0-0-13113:0-0-11,0.3-01 LOADING ;psi) SPACING- 2-0-0 CSI. OEFL. in (loc) Bdel) Lid PLATES GRIP TCL_ 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.14 2-3 >641 240 MT20 220/195 (Roof Snow-25 0? Lumber DOL 1.15 BC 0.00 Vert(CT) -0.18 2-3 >504 180 TCDL 7 0 Rep Stress Ina NO 1NB 0.00 Horz(CT) -0.00 3 rVa nla BCU 0 0 • Code IBC2018T PI2014 Matrix-MP Weight 27 lb FT=20% BCD_ 100 LUMBER- BRACING- TOP 1.HORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 2=0-7-7.3=0-8-8 Max Horz 2=130(LC 6) Max Uplift 2=-124(LC 6),3-292;LC 30) Max Gras 2=496(LC 29),3=440(LC 16) FORCES. (Ibi-Max.Comp.'Max.Ten.-All forces 250 i Ihi or less except when shown. NOTES- 1. Wind:ASCE 7-16;Vut1=120mph[3-second gust)Vasd=95mph,TCDL=4.2psf,BCDL=6.Opsf,h=25ft;Cat.II Exp B Enclosed; MWFRS(envelope)gable end zone.cantilever left and right exposed;end vertica left and right exposed.Lumber DOL=1.60 plate gap DOL=1 60 21 TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1_15 Plate DOL=1 15);Is=1.0:Rough Cat B;Partially Exp.-Ce=1.0,Cs=1 00 Ct=1 10 3i Unbalanced snow loads have been considered for this design. 4i This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other ive loads. 5i'This truss has been designed for a live load of 20.opsf 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 6)Bearing at joint(s)2 considers para le to grain value using ANSI/TPI 1 angle 10 grain formula. Building designer should verify capacity of bearing surface. 71 Provide mechanical connection(by others(of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(j1-b)2=124 3=292 PRR OF 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. css 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 j LNG I NE& 4O 10)"NAILED"indicates 3-1 Od skew 45 to 135 degrees(0.148"x 3") toe-nails per NOS guidelines. 11)Hanger(s)or other connection device(s)sha be provided sufficient to support concentrated load(s)105 b down and 483 lb up at 8-5-7 on top chord The designlserection of such connection device(s)is the responsib lily of others 87 PE 12)In the LOAD CASE(S)section loads applied to the face of the truss are noted as front(F)or back(Bi. LOAD CASE(S) Standard 1)Dead+Snow(balanced):_umber ncrease-1.15,Plate Increase=1.15 Uniform Vert d 1(p-4 64 SAT OREGON IS' 4H Concentrated Loads(lb) 1'0 M$E R 1 "C4'� Vert 5-28(F)6=-123(F=-74 B=-491 7=95 OS A. HE04P EXPIRES: 06/30/2023 December 10,2021 AwARNINC 'leafy design parameters and READ NOTES ON THIS AND NCI UDE°MITEK REFERENCE PAGE MI1-7473 rev 5/1V20205FFi:RF°SF Mg' Design valid for use only with MiTelr®wnnedors This design a based only upon parameters shown and a for an individual building component not a truss system.Before use,the buardirg designer must verify the appfmbaity of design parameters and properly incorporate the design into the overall Guarding design Mating indicated a to prevent budding of individual truss web andlor cb:vd members only Additional temporary and permanent bracing Mel( Is always required for sta billy and to prevent collapse wall possible personal injury and property damage For general guidance regarding lire fabrication.storage,dehery erection and bracing of trusses and truss systems see ANSI/rP/f Donny Criteria,DSB-89 and SCSI Building Component 250 Klug Cirde Safely lnformatlon evadable from Truss Plate Institute.2670 Crain Highway Suite 233 Waldorf MD 20601 Corona.CA 92480 Tdb Truss Truss Type 'Oly 'Pty POLYGON-T MORR MH 2S TRIPLEX(A) K10014676 25118 R10 Comer Rafter I 1 ;Job Reference;optional; _ Partihc Lumber 6 Truss Co. Beavenon OR 97005 Mdek 6.430 s Aug 16 2021 MRek Industries.Inc. Thu Dec 9 17 50 17 2021 Page 1 ID eM2yIQJm5vewge2uSY7_m yz30cF-Br 1 dgvSalcktPKOzdC HE5B8ocmjyk5N_bOAos7yAbYa -2.1-7 3-11-5 k 2 1 7 • 3-11-5 3x4 Scale=1 12 5 3 NAILED NAILED 3a0 -_ 4104 0j 4.24r'Ts ' . d .4 11111111 in s . 11 1 �� 3-11-5 ~ 3-11-5 Plate OffsetstX Yi— 12:0-0-0,0-0-01,(2.0.2-8 Edgell3:0-0-0.0-0-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) ifdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.33 Vert(LL) -0.00 2-3 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.00 Vert(CT) -0.00 2-3 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 • Code IBC20181TP12014 Matrix-MP Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc puffins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ;size) 3=Mechanical 2=0-9-4 Max Horz 2=69(LC 6) Max Uplift 3=-38(LC 10),2=-128(LC 6) Max Gray 3=139(LC 16) 2=439(LC 16) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown NOTES- 1)Wtnd ASCE 7 16 Vult=120mph(3-second gust)Vasd=95mph;TCDL-4.2psf.BCDL=6.0psf.h=25ft,Cat It Exp B Enclosed MWFRS(envelope)gable end zone,cantilever left and right exposed;end vertical left and right exposed,Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16,Pf=250 psf iLum OOL=1_15 Plate DOL=1.15),Is=1.0;Rough Cat B.Partially Exp.:Ce=1.0;Cs=1 00,Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been des goad for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5)'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. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s;2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 128:b uplift at no joint 2 ,`�, R OFFss 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1 � !NGI NEF /O 10)"NAILED"indicates 3-10d skew 4510 135 degrees 10.148'x 3") toe-nails per NDS guidelines. S V 'S ?i 11)In the LOAD CASE(S)section loads applied to the face of the truss are noted as front(F)or back(B). (/ "9 7 PE r LOAD CASE(S) Standard 1)Dead+Snow(balanced I Lumber Increase=1.15 Plate Increase=1.15 Uniform Loads(plf) Vert 1-3-64 N ry, Concentrated Loads(Ib) 1....7 �A OREGON I., (ed Vert 4=-4(F) �' '9 F,y c gER 1�, �� 0S .4. HELP EXPIRES: 06/30/2023 December 10,2021 0WARNIN' veiydesign parameters and READ NOTES ON THIS At-IC!NCLIOE MITt-K REFERENCE PAGE MO f4*3rev Sit 902020BEFORE SE blit Design valid for use ordy wnh MiTek®con nectars.This design A based only upon parameters shown,and 6 for an individual building oomponeni,not a truss system.Before use,the building designer must verify the appkcab rty of design parameters and properly incorporate Inn design into the overall bulking design.Bracing indicated a to prevent buckling of individual truss web ardlor chord members only Addmonai temporary and permanent bracing MiTek rs always required for stabiley and to prevent collapse with possible personal injury and propemty damage For general guidance regarding the fabrication.storage delivery.erection and bracing of trusses and truss systems.see ANSUrpri Quality Conner.,DSB-aa end BCSI Budding Component 250 Krug Circle Safety Information avertable from Truss Plate Institute 2670 Clam Highway.Suite 203 Waldorf MD 20601 Corona.CA 92660 Job Truss Truss Type 'Oty 'Ply POLYGON-T MORR MH 25 TRIPLEX(A) K10814677 251t8 R11 Jadc-Closed 1 1 Job Reference(optional) Pacrfic Lumber 8 Truss Co Lake Oswego,OR-97035, 8 430 s Aug 16 2021 Muck Industries,Inc Thu Dec 9 10.50.44 2021 Page 1 ID-eM2yIOJm5vewge2uSY7_myz3OcF-zwz0vj5dq)OzfrJautlrl dsenOsEBo6yRHIG70yA)SP -2-1-7 2-8-7 2.1.7 ) 2-8-7 Scale-1104 4 10 1 Sn4 424 12 Z = 1.8s4 II S h— 2-8-7 2-8-7 __ Plate OftsetsJY)-X 12:0-0-1,Edgel LOADING (Psi) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud I PLATES GRIP TCL_ 25.0 Plate Grip DOL 1 15 TC 0 31 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1 15 BC 0 06 Vert(CT) 0.00 9 >999 180 TCDL 7 0 Rep Stress Inc/ YES WB 0 00 Horz(CT) -0.00 2 nla n/a BCDL 10.0 Code 8C20181TP12014 Matrix-MP Weight 121b FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins BOT CHORD 2x4 DF No 1&etr except end verticals WEBS 2x4 DF StudlStd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 6=Mechanical.2=0-7-6 Max Horz 2=46(LC 10) Max Uplift 6=-8(LC 20),2=115(LC 10) Max Gray 6=85(LC 21),2=431(LC 21) FORCES. (Ib) Max Comp/Max.Ten -All forces 250(Ib)or less except when shown. NOTES- 1)wend ASCE 7-16 Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf BCDL=6 Opsf;h=25ft;Cat.II Exp 8 Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)-2-i-7 to 2-1-7,Extenor(2R)2-1-7 to 2-8-7 zone cantilever left and right exposed,end vertical left and right exposed C-C for members and forces&MWFRS for reactions shown Lumber DOL=1 60 plate grip DOL•.1.60 2)TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15) Is=1.0,Rough Cat B;Partially Exp Ce=1 0.Cs=1.00 Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 19.8 psf or 1.00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)'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 „1cp P ROFF will fit between the bottom chord and any other members 7)Refer to girder(si for truss to truss connections. \5� �G I NEE1 `SAD 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 6 and 115 lb uplift at joint 2 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 1 8 PE 9 N ,ow �"OT OREGON ti, 4/ c F 9 MBER � ' \`‘O A. HEa�P EXPIRES: 06/30/2023 December 10,2021 OWARNING Verify design parameters and REAP TE'• NTHv•ENO ING_ii_EDMITEK REFERENCE PAGE Mil 7473 id.5/1sf20209EFORLUSE Oesgn valid ror use only with MiTeti®connectors This design is based only upon parameters shown,and Is for an individual building component,not a truss system Before use the budding designer must verily the appicabdity of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of ndivdual truss web and/or chord members only Additional temporary and permanent bracing Ml tell is always required for stability and to prevent oaapse with possible personal injury and properly damage.For general guidance regarding the fabricatwn storage delivery.erection a-d bracing of trusses and truss systems.see ANSYTPII Quality Criteria,D58-IS and SCSI Building Component 250 Klug Circle Salary Information avaiabk from Truss Plate Institute 2870 Crain Highway.Suite 203 Waldorf,MD 20801 Corona.CA 92550 Job Truss !Truss Type -Qty Ply n POLYGON-T MORR MH 2S TRIPLEX(A) K10814678 25118 R12 ;Jack-Closed 1 1 Job Reference(optional; Pacific Lumber 8 Truss Co Lake Oswego.OR-97035, 8 430 s Aug 16 2021 MITek Industries,Inc. Thu Dec 9 10.50 45 2021 Page 1 ID eM2yIOJm5vewge2uSY7 myz30cF-S6Xb635TQ8rtapQV8bC4gg0pWOCTwFM6gxRptSyAjSO ♦ -2-1-7 - 2-8-7 2.1.7 2-8-7 Scale=1 10 4 3 4 1.5x4 -- 10 4 24 12 2 s I- 2-8 2.8-7 Plate Offsets(X Y r j2:0-0-1,Edje] LOADING (psf) T SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0 00 9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0 06 Vert(CT) 0 00 9 >999 180 TCDL 7.0 Rep Stress Inc( YES WB 0 00 Horz(CT I 0 00 2 rlla n/a BCLL 0.0 ' Code IBC2018TTP12014 Matrix-MP Weight 12 lb FT=20% BCOL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-8 7 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. size) 6=Mechanical,2=0-7-6 Max Horz 2=46(LC 10) Max Uplift 6-8(LC 20),2=-115(LC 10) Max Gray 6=85(LC 21),2=431(LC 21) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind ASCE 7-16,Vul1=120mph?3-second gust)Vasd=95mph;TCDL=4.2psf;BCOL=6 Opsf,h=25ft.Cal.II Exp B Enclosed MWFRS(envelope)gable end zone and C-C Comer(3)-2-1-7 10 2-1-7 Extenor(2R:2-1-7 to 2-8.7 zone:cantilever left and right exposed end vertical left and nght exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7-16 Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1 0.Rough Cat B:Partially Exp.Ce=1 0.Cs=1 00.Ct=1 10 3)Unbalanced snow loads have been considered for th s design. 4)This truss has been designed for greater of m n roof live load of 19.8 psi or 1.00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads 6)'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 eh P R OFFIS will fit between the bottom chord and anyother members. I N s/ 7)Refer to girder(s)for truss to truss connections. __`` 8)Provide mechanical connection.;by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 6 and 115 lb uplift a1 �� �` "7 O?/ joint 2 8 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 022PE cv ^ NEAT OREGON ti �H noel &ER >"f A. HEa EXPIRES:06/30/2023 December 10,2021 OWARNING Venrydeagnpararmiers and READ NO1E]:NTHri ANC rt'C_IIDE MITEK REFERENCE PAGE M: V'3 ray Si9:NN BEFORE ast Design valid for use only with MiTek4a connectors.This design is based only upon parameters shown,and es for an individual building component not a truss system.Before use the building designer must verify the applicability of design parameters and property incorporate thrs design into the overall budding design Bracing indicated is to prevent buckling of individual truss web andf:r chord members WIN Additional temporary and permanent bracing MiTe k s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage delivery erepion and bracing al trusses and truss systems,see ANSInPf1 Quality Criteria,ose-ve and SCSI Building COmponont 250 KhAt Critic Safety Information available horn Truss Plate rrsetule.21170 Crain Highway Suite 203 Waldorf MO 20801 ' Corona.CA 92550 Job Truss Truss Type Oy Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814679 25118 R13 Corner Raker 1 1 Job Reference(optional) • Pacific Lumber&Truss Co., Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10.50:46 2021 Page 1 ID:eM2yIOJm5vewge2uSY7_myz30cF-wI5 KP65BSzjCz?hiIkJN2x?cgYeftcFubBNCvyAjSN -2.1-7 5-6-6 1 7-3-10F 2-1-7 ( 5-6-60.2-) 1-6-12�� r Scale=1-18.5 4 exe NAILED 3 G d 424 12 �t'�,NAINAILED it .tl ri 3uo4 6 ' 100 is �j 2 1 Eli 111111"—alelli I_ 5-6a I 5-6-6 Plate Offsets(X,Y)- (20-0-1,Edge1,[3:0-0-10,0-2-111 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.22 Vert(LL) -0.03 2-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.03 2-3 >999 180 TCDL 7.0 Rep Stress Inch NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018ITPI2014 Matnx-MP Weight.22 lb FT=20% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 OF No.1813tr TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 2=0-7-6,3=0-2-2 Max Horz 2=109(LC 6) Max Uplift 2=-123(LC 6).3-118(LC 10) Max Grav 2=3911LC 16),3=454(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown NOTES- 1)Wind:ASCE 7-16;Vutt=120mph(3-second gust)Vasd=95mph TCDL=4.2psf:BCOL=6.opsf;h=25ft;Cat.II;Exp 8;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed•end vertical left and right exposed;Lumber DOL=1 60 plate gnp DOL=1 60 2)TCLL:ASCE 7-16;P(=25 0 psf(Lum DOL=1 15 Plate DOL=1.15);IS=1.0;Rough Cat B;Partially Exp.,Ce=1.0;Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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. 6)Bearing at joint(s)2 considers parallel to grain value using ANSUTPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 2 and 118 lb uplift at �y c ) PRO .ri 3 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �J� %AG I N4 s�O.�" 10)This truss is designed in accordance with the 2018 International Budding Code section 2306 1 and referenced standard ANSI/TPI i� v T r 11)"NAILED`indicates 3-1 Od skew 45 to 135 degrees(0.148"x 3-) toe-nails per NDS guidelines. 87022P E ` 12)In the LOAD CASE(S)section.loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15 Plate Increase-1.15 CV ,C Uniform Loyead t(plf) '9 �'Oj.OREGON rid 4N Concentrated Loads(Pb) ‘4?9O �MSER .\ ' �O Veil:3=-63(F)6=-12(F) Q P SA. HEAD EXPIRES: 06/30/2023 December 10,2021 . A TARNIN'• Verify design paiamelers and READ NOTE': 'N THIS•AND,NC..uDED MITEK REFERENCE PAGE MII-7473 re.5/'92020 see Daft gss id/ Design va id for use only with MiTek®connectors This design is based only upon parameters shown,and n for an individual building component,not a truss oysters Before use,the building designer must verity the applicability M design parameters and property incorporate this design into the overall building design Bracing indicated a to prevent budding of ndivduaf truss web and/w chord members only Additional temporary and permanent bracing MITek' is always required fur stabaay and o prevent collapse with possible personal injury and property damage For general guidance regarding the honcation,storage delivery.erection and dating of trusses and buss systems.see AMSi/TPI/Quality Criteria,QSBda and SCSI Building Component 250 Kk1g Circle Safety Information avalable born Ttuss Plate lnstaure 2670 Crain Highway Suite 203 Waldorf MD 20601 Corona,CA 92360 Job —Truss 'Tnlss Type Oty Ply POLYGON-T MORR MH 2S TRIPLEX(A; K10814680 25118 R14 Corner Rafter 1 1 _ Job Reference,optional) Pacific Lumber&Truss Co., Lake Oswego.OR-97035 8 430 s Aug 16 2021 MiTek Industries Inc Thu Dec 9 10'5046 2021 Page 1 ID eM2y0Jm5vewge2uSY7_myz30cF-wl5_KP65BSztCz7hdkJN2x?cgYeficFubBNCvyA SN - -2-1.7 5-6-6 S-B-'3 8-6-12 9-11-1 10.4-6 4. 2,1 7 5-6-6 11-2' 2-9-15 1.4.4 0-5-5 Scale 12"=1' 8 S IWIgEO , 4 d NAILED 4 24 12 8x6_- `- 3 344 In NAILED ��f NAILED 8 .io1 y 81r4= 7 * oil O. rtx8= �1 l OA 7 .- I 5-6-6 — 5-6-6 Plate Offsets Q(,Y)-- 12:0-1-2,0-0-151[3:0-0-13 0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.22 Vert(LL) -0.02 2-3 >999 240 MT20 220l195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.00 Vert(CT) -0.03 2-3 >999 180 TCDL 7.0 Rep Stress Inc,' NO WB 0.00 Horz(CT) -0.00 5 nla nla BCLL 0.0 ' Code 18C20181TP12014 Matrix-MP Weight:26 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&B1r TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except =length)2=0-7-6,5=0-6-6 (lb)- Max Horz 2=144(LC 6) Max Uplift All uplift 100 lb or less at pint(s)4.5 except 2=116(LC 6) 3=-112(LC 10) Max Gray All reactions 250 lb or less at joints)4,5 except 2=355(LC 16),3=370(LC 16) FORCES. .;lb)-Max.Comp)Max.Ten.-All forces 250(lb)or less except when shown NOTES- 1)Viand ASCE 7-16;Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4 2psf BCD L=6 Opsf.h=25ft,Cat r. Exp B,Enclosed; MVVFRS(envelope)gable end zone;cantilever left and right exposed end vertical left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1 15),Is=1 0-Rough Cat B,Partially Exp.,Ce=1 0 Cs=1 00,Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5)'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. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/1-P 1 angle to grain formula Building designer should verify capacity of beanng surface 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3 4 n 8)Provide mechanical connection(by others)of truss to beanng plate capable of withstand rig 100 lb uplift at joint(s)4.5 except(jt=lb) C�Ea PROFe 2=116,3=112. `(LC` Ss 9)Beveled plate or shim required to provide full beanng surface with truss chord at joint(s)3,4 5 ICJ NGI N4- -re 10)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSUTPI �� 9 9 1 11)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines 870 PE 12)In the LOAD CASE(S)section loads applied to the face of the truss are noted as front(F)or back I•Bi LOAD CASE(S) Standardrti 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1 15 N� O /v Uniform Loads(plf) -7 4),OREGON rj, O4 Vert:1-6=- 4 Concentrated Loads(lb) 90,-, �f$ER �1 Veit:3=-63(B)4=-8(B)7=12(B) S �P A. Heck EXPIRES: 06/30/2023 December 10 2021 O WARNIN'� uenry design paranwloro and READ NOTES ON THI' E AND INCLUDED MITEK REFERENCE PAGE hill`4l3 rev 5r19tz rz0 BEFORE USE mil Design valid for use only wilt MiTek19 connectors This design IS based only upon parameters shown and is for an individual building component not a truss system Before use,the budding designer must vents the appscabiMy of design parameters and property incorporate this design into the overall buiYdug design. Bracing indicated Is to prevent buckling al ndrvdual truss web and/Or chord members only Addmlonal temporary end permanent bracing MITek is always required for stabday and to prevent collapse wets possible personal injury and property damage For general guidance regardug the fabrication storage.delivery.erection and bracing of busses and buss systems.see ANSI/TFIt Quality Criteria,D5B49 and SCSI Building Component 250 Klug Code Safely information available from Truss Plate Institute.2870 Crain Highway.Suite 203 Waldorf,MD 20801 Corona.CA 92880 Job Truss Truss Type Qly Ply POLYGON-T.MORR MH 2S TRIPLEX(A) K10814681 25118 R15 Comer Rafter 2 1 Job Reference(optional) r Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8 430 s Aug 162021 MiTek Industries,Inc Thu Dec 9 1050:47 2021 Page 1 ID-eM2ylOJm5vewge2uSY7 myz3OcF-OVeMXI7jxI5ag7auF0FYvFU7ZEueO9rP7FwwklyAjSM -2-1-7 ( 5-6-6 5-p-13 7.10-11 1 .^ 2-1-7 5-6.6 0-2-7 2-1-14 Scale=1:30.5 NAILED NAILED 3 awl �II jag WI 1-' 4 w NAILED j I{ 5x8// �: a am6 8 TI el 40a= 3 1 hn 7 eh 2 N 1 EIr'lw 2, N ', i', • 10314.1 16 Plate Offsets(X Y)- (2.0-3-9,0-1-14-_ LOADING (pet) SPACING- 2-0-0 CSI. DEFL. in (lac) Ildefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.40 Vert(LL) 0.01 3 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.02 Vert(CT) 0.01 3 >999 180 TCDL 7.0 Rep Stress Ina NO W8 0.00 Horz(CT) -0.02 4 Ma n/a 8CLL 0.0 Code IBC20181TPI2014 Matrix-MP Weight:301b FT=20% BCDL 10,0 f LUMBER- BRACING- TOP CHORD 2x4 of No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, 8OT CHORD 2x4 DF No.1&8tr except end verticals. WEBS 2x6 OF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-2-2,6=0-5-8 Max Horz 6=114(LC 7) Max Uplift 4=182(LC 10),6=-75(LC 6) Max Gray 4=509(LC 17),6=392(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250;Ib(or less except when shown. TOP CHORD 2-6=-378/255 NOTES- 1)Wind:ASCE 7-16;Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.IF;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL.ASCE 7-16,Pf=25.0 ps1(Lum DOL=1.15 Plate DOL=1 15);Is=1.0;Rough Cat 8,Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live toad of 19.8 psf or 1.00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord'ive load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide QED PROF7-ns will fd between the bottom chord and any other members. ,`` CIS 7)Bearing at joint(s)6 considers parallel to grain value us ng ANSI/TPI 1 angle to grain formula. Building designer should verify �j ,AG 1 NEF9 )O capacity of bearing surface. T ?i 8)Provide mechanica connection(by others)of truss to bearing plate at joint(s)4. �� 9)Provide mechanica connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift al joint(s)6 except(jt=lb) 87 22PE 4=182. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 12)'NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. �.? SAT OREGON r7c) lei 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard lb `11BER N,' PLO 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 V A. HE k Uniform Loads(p1f) Vert:1-2=64,2-5=-64,3-6=-20 EXPIRES: 06/30/2023 December 10,2021 ionic.ed on naot2 O WARNIN;: Verity design perernelers and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE P WO BEFORE USE Mil Design valid for use only wah MiTe11 connectors.This design is based only upon parameters shown,and a for an indrvrdual building component.not a truss system.Before use.the budding designer must venfy the appicab.ity of design parameters and properly incorporate the desrgn into the overall budding design Bracing indicated is o prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek a always required for stability and to prevent collapse win possible personal intury and properly damage.For general guidance regarding the fabrication storage deevery erection and braong of busses and buss systems.see ANSIO PfI Qualify Criteria,OSB49 and BCSI Building Component 250 iuug Code Safety Information evadable from Truss Plate institute 2870 Crain Highway,Style 203 Waldorf,MD 20801 Corona,CA 82500 Job Truss Truss Type l0ty ?Pry POLYGON-T MORR MH 2S TRIPLEX(A) K10814681 25118 R15 Corner Rafter 2 1 Job Reference 1dphonal) Pacific Lumber 8 Truss Co. Lake Oswego,OR-97035, 8 430 s Aug 16 2021 M,Tek Industries,Inc Thu Dec 9 10 50.47 2021 Page 2 ID eM2yIOJm5vewge2uSY7 myz30cF-OVeMXI71xI5ag7auF0FYsFU7ZEue09rP7FwwkLyA1SM LOAD eASE(S) Standard Concentrated Loads(lb) Vert:5-26(B)4n-61(B) v WFPNIN.. Verily desigr parameters and READ NOTES ON THIS AND INC-WED MITER REr!PENCE PAGE Mil 7a03 rev Si A2020 BEFORE USE 111/1111 Design unlit for use only with MYektb connectors This design Is based only upon parameters shown.and n for an individual building component eel a truss system Before use the budding designer must verily the appbcabdny of design parameters and properly incorporate this design into the overall building design 8raorg indicated is to prevent budding of individual truss web andfor chord members only Additional temporary and permanent bracing M iTek is always required Ion stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the fabrication storage delivery erection and bracing of busses and truss systems,see ANSVFPII Quality CNf*Na,OS1349 and 8CS18allding Component 250 Klug Circle Safety lnfonnadon available horn Truss Plate Institute.2870 Crain Highway.Suite 203 Waldorf MD 20801 Corona.GA 92880 Job Truss Truss Type Oty Ply POLYGON-T.MORR MN 2S TRIPLEX(A) K10814682 25118 R 16 Corner Rafter 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035, 8.430 s Aug 162021 MiTek Industries Inc. Thu Dec 910.50:48 2021 Pagel I D:eM2ylOJ m5vewge2uSY7_myz30cF-shCkl58Li3E R RH94 pj m nSTODgd E67c5YMvgUGnyAjSL -2.1-7 3-4.15 11. 0 86-0 13-6-0 18-7-1 - 19.4-3 2.1.7—+ 34-15 4-6-6 5-0-0 5-1-1 0-9-2 4.24 I 12 NAILED Scale 1:41.6 7 8 NALEO l^ i ,a 14 3x6. NAILED 6 0000.1110111 13 NAILED 12 ''1 11'* NAILE'j n 4 NAILED NAILED000001110 NAILED 10 6x6 Z f ' I:- 3 3x4 4x6= 9 '110,►__1 2 1 3-4-15 3.4-15 ___ Plate Offsets(X,Y)— 12:0-0-5,0-1-01(3:0-0-13,0-2-1331 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (bc) Vdefl Ud I PLATES GRIP TCLL 25.0 Plate Gnp DOL 1.15 TC 076 Vert(LL) -017 6-7 >370 240 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 000 Vert(CT) -0 19 6-7 >318 180 TCDOCLI 7.0 Rep Stress Ina' NO WB 0.00 Horz(CT) -0 00 7 nfa n/a BCLI 0.0 • Code IBC2018fTP12014 Matrix-MP Weight 36 Ib FT=20% BCOL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&BIr TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 0-2-2 except(ft=length)2=0-9-4,3=0-6-6 lb)- Max Horz 2=243(LC 25) Max Uplift All uplift 100 lb or less at joint(s)2 except 3=-100(LC 13).4-166(LC 6) 6=-187(LC 6).7=163(LC 6) Max Gray All reactions 250 lb or less at joint(s)3 except 2=289(LC 1) 4=457:LC 16),6=58 :LC 16: 7=538(LC 16) FORCES. (Ib) Max Comp/Max Ten -All forces 250(Ib)or less except when shown NOTES- 1)Wind ASCE 7-16,Vult=120mph(3-second gust)Vasd=95mph:TCDL=4 2psf;BCDL=6 Opsf,h=25ft;Cat.II Exp B.Enclosed, MWFRS(envelope)gable end zone;cantilever left and right exposed end vertical left and right exposed,Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL-ASCE 7-16,Pf=25 0 psi(Lum DOL=1 15 Plate DOL=1 15) 's=1 0 Rough Cat B,Partially Exp.:Ce=1 0,Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for a 100 psi bottom chord live load nonconcurrent with any other live loads. 5)'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 6)Bearing at joints)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. ,-4Q P f Opt 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4 6 7 �( s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)2 except(jt=lb) s " NG(NEFA s/Oy 3=100,4=166 6=187 7=163 'T 9)beveled plate or shim required to provide full beanng surface with truss chord at joinl(s)3 4,6.7 Q� 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 87 22PE 1 11)"NAILED"indicates 3-10d skew 45 to 135 degrees(0 148'x 3") toe-nails per NDS guidelines. 12)In the LOAD CASE(S)section loads applied to the face of the truss are noted as front(F)or back(B). CV LOAD CASE(S) Standard N. 1)Dead+Snow(balanced) Lumber Increase=l 15 Plate Increase=l 15 9 NEAT OREGON ryC OlN Uniform Loads(plf) 9O ��BER \1 r Vert:1-8=-64 Or., t�P Concentrated Loads(Ib) A. HEa Vert:8=-111(F)4-71(F)9=-3(F)11=173(F)13=81(F)14-183(F) EXPIRES: 06/30/2023 December 10,2021 AWARNING Nervydesig-parameters and REAI:... MITER REFERENCE PAGE M11-7473rw5/192020 Ott ORE USE Design va id Mr use only with Mires-®connectors This design is based only upon parameters shown.and is for an individual building component not ill: a truss systere.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal njury and properly damage For general guidance regarding the fabrication storage delivery erection and bracing of trusses and buss systems.see ANSIITP$1 Quality Criteria,DSB-19 and BCS1 Building Component 250 King Cede Safety Information avafable from Truss Plate Institute 2670 Crain Higtnvay Suite 203 Waldorf.MO 2060t Corona,CA 92810 Job Truss Truss Type -Qly Ply POLYGON T MORR MH 2S TRIPLEX A', K101314683 25118 , RG California Girder 1 3 Job Reference Inplional) Pacific Lumber&Truss Co. Lake Oswego OR 97035. 8 430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10:S0.54 2021 Page 1 ID eM2y10Jm5vewge2uSY7 myz30iF-hrZ?78C61v b9CcEA_tBikGId250X9?Rkr7oURyAjSF -1-6-0 2-0-12 -4-M1 4-1-2 6-1-8 8-71 0,114 11-0-0 1-6-0 2-0-12 -1 1-8-3 2-0-6 2 5-9 04.3 2-0-12 Scale=1 20.9 4iN* 4212= 6 OD ri 7 s 6 10 16 1 106x6= 19 ZO 9 21 22 8 ]M/= NAILED NAILED 6x6= NAILED HGUS26 728_ MGUS28 328— HGUS26-2 NAILED 2-0-12 61-8 8-11-4 11,00 2-0-12 4-0-12 2-9-12 / 2-12-1 Plate Offsets(X,Y1-- 16:0-6-0 0-0-15117 0-8-0,0-0-5L j8:03-0,0-4-12L19:0-3-0,0-4.0I i0:0-3-0,0-4-01 __ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.48 Vert(LL) -0 12 9 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1 15 6C 0.80 Vert(CT) -0 18 9 >717 180 TCDL 7.0 Rep Stress Inch NO WB 0 74 Horz(CT) 0.03 7 nia nta BCLL 0.0 ' Code IBC2018/TP12014 Matrix-MS Weight:161 lb FT=20% BCDL 10.0 1 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing direct y applied or 6-0-0 oc purlins.except BOT CHORD 2x6 DF 1800F 2.1E 2-0-0 oc purlins(5-9-6 max.):3-6 WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-8 2=0-5-8 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED Max Horz 2=34(LC 10) FACE MOUNT HANGER(SPECIFIED BY OTHERS)IS REQUIRED FOR Max Uplift 2=-298(LC 10) LOADS REPORTED IN NOTES.FACE MOUNT HANGER SHALL BE Max Gray 7=6182(LC 31).2=32911,LC 31) ATTACHED WITH A MINIMUM OF 0 148'x 3-NAILS PER HANGER MANUFACTURER SPECIFICATIONS. FORCES. )lb)-Max Comp./Max Ten All forces 250(lb)or less except when shown TOP CHORD 2-3-6856/584,3-4=-6152/529,4.5-16205/1237 5.6-10661.'427 6-7--11848'477 BOT CHORD 2.10=-50216144 9.10-973,11944,8-9=-1213116205.7-8=398 10656 WEBS 3-10=-21113029,5-9=184,'1458.68=155/5035 440-6339/520,4-9=-263/4696 5-8=58 2 818 56 NOTES- 1)N/A 2)3-ply truss to be connected together with 10d(0 131"x3")nails as follows Top chords connected as follows 2x4-1 row at 0-7-0 oc Bottom chords connected as follows 2x6-3 rows staggered at 0-4-0 oc Webs connected as follows 2x4 1 row at 0-9-0 oc n 3)All loads are considered equally applied to all plies except lf noted as front IF)or back(B;face in the LOAD CASE(Si section Ply to `'QEp PROF. ply connections have been provided to distribute only loads noted as(F)or(B).unless otherwise indicated ` rS 4)Wind ASCE 7-16 Vult=120mph(3-second gust)Vasd=95mph TCOL=4.2psf BCDL=&Opsf h=25ft,Cat Ili Exp B Enclosed ��`�� �NG1 NEr. `s40 MWFRS(envelope)gable end zone cantilever left and right exposed end vertical left and right exposed,Lumber 0OL=1 60 plate 17 '1, grip DOL=1 60 5)TCLL ASCE 7 16,P1=25.0 psi(Lum DOL=1 15 Plate DOL=t 15) s=1 0,Rough Cat B Partially Exp.'Ce=1.0;Cs=1 00:CI=1 10 : 022PE 6)Unbalanced snow loads have been considered for this design 7)This Truss has been designed for greater of min roof live load of 18.0 psi or 1 00 times flat root load of 25.0 psi on overhangs non-concurrent with other live loads. 8)Provide adequate drainage to prevent water pending le N( >N N 9)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 9 "4,OR ) EGON ri,� 4/ 10)'This truss has been designed for a live load of 20 Ups?on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .A k,I 1 .0will fit between the bottom chord and any other members IC QE R 11)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 100 lb uplift at joint(s)except(p=b) OS1 (��P 2=298 A. HEa 12)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI ' 13)Graphical purtin representation does not depict the size or the oriental on of the purlin along the top and/or bottom chord EXPIRES: 06/30/2023 14)Use Simpson Strong-Tie HGUS262(20-10d Girder 6-10d Truss)or equivalent at 6-1-8 from the left end to connect truss(es)to December 10,2021 back taco cr Qo omsh0rd A'WARNN. ene.design parame'er,a i REA",`+:'TF 1,'',N THIS AND INCLJ_Ec MITEK REFEREY-E PA I,E MII-7473 rev S192020 BEFORE ESE Design valid for use my with MiTeir®connectors This design rs based only upon parameters shown and a for an individual building component oct a truss system Before use,the building designer must verily the appicabildy of design parameters and properly incorporate die design into the overall budding design Bra sng ndim is to prevent buckling or individual Miss web and/or chord members only.Addihonal temporary arid permanent bracing MiTek C allays required fs slai dly and to prevent colapse wan possible personal injury and property damage.For general guidance regarding the tabrrcabon storage delivery,erection and braceg of trusses and Miss systems.see ANSI/TPH Qualify Crlfada,05849 and SCSI SuddIng Component 250 Klug C r,-ie Safety Information ava able from-cuss Plate Institute 2670 Crain Highway.Sole 203 Waldorf.MD 21601 Corona.CA 9ln41n Job -Truss Truss Type Oty Ply POLYGON-T MORR MN 2S TR PLEX(A) K10814683 25118 RG California Girder 1 _ Job Reference lopltonal] Pacific Lumber&Truss Co.. Lake Oswego,OR-97035, 6 430 s Aug 16 2021 MITek Industries,Inc Thu Dec 910:50:54 2021 Page 2 :D eM2yIQJrr 5vewga2uSY7_myz3OcF-h Z??8C6ly_b9CcEA-tBikGld25OX99Rkr7oURyAjSF NOTES- 15)Use Simpson Strong-Tie HGUS26(20-10d Girder,6-10d Truss+or equ.valent spaced at 2-0-0 oc max start rig at 8-0-12 from the left end to 10-0-12 to connect truss(es) to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated toad(sl 246 lb down and 97 lb up at 2-5-10 106 lb down and 48 lb up at 4-0-12 174 lb down and 69 lb up at 5-6-0,and 106 lb down and 48 lb up at 6-11-4,and 246 lb down and 97 lb up at 8 6-6 on top chord The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1 15,Plate Increase-1 15 Uniform Loads(PI() Vert:1 3-64,3-6=64,6-7=-64,2-7=20 Concentrated Loads(lb) Vert:10=12(F)9=3519(B)8=12(F)4=-51 12=-1992(B)15-147 16=-104 17=51 18=-147 19=-6(F)20-16(F)21=-6(F)22=-2154(B) O WARNING Verify design parameters and READ NOTES ON Tills AN::INCLUDI D MITER RI I WINCE eAGI MI 7a73 rev 5119/1020 JE'ORE USE Design valid for use only with MiTekap connectors.This design is based only upon parameters shown,and is for an ndMdual building component.not a truss system Before use,the beading designer must verity the appiicabitdy of design parameters and property incorporate this design into ore overall bulldog design &acing indicated is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing 0 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication storage.debvery,erection and bracing of dosses and truss systems,see ANSU7P11 Qualify Collette,05849 and SCSI Bonding Component 250 Mug Cede Safety Information available from Truss Plate Institute 2670 Crain Highway Suite 203 Waldorf MD 20601 Corona,CA 32680 Job Truss Truss Type Oly Ply POLYGON-T MORR MH 2S TRIPLEX(Ai K10814684 25118 S01 Jack-Open 8 1 • Job Reference;optional; Pacific Lumber&Truss Co., Lake Oswego.OR-97035. 8.430 s Aug 16 2021 MrTek Industries Inc Thu Dec 910 50.55 2021 Page 1 ID eM2yIOJm5vewge2uSY7 myz30cF-917NDUDk306SnlB0jhOO£xpYSSdJGngazVsLOtyA)SE -1-6-0 1-10-15 1-6-0 1-10-15 Scale=I 1 J 5 3 a ( tS00 1 2 • • iI 1 �e.= 2-0-0 2-0.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.15 Vert(LL) 0.00 7 >999 240 MT2O 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0,03 Vert(CT) 0.00 7 >999 180 TCDL 7 0 Rep Stress Inc: YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0 0 • Code IBC2018/TP12014 Matrix-MP Weight 8 lb FT=20% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins SOT CHORD 2x4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size; 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=50(LC 14) Max Uplift 3=-13(LC 14),2=-44(LC 14) Max Gray 3=48(LC 21) 2=310(LC 21) 4=30(LC 51 FORCES. (Ib)-Max.Comp;Max Ten.-All forces 250(Ib)or less except when shown NOTES- 1)Wind.ASCE 7-16;Vutl=l2omph(3-second gust)Vasd=95mph,TCDL=4.2psf BCDL=6 Opsf,h=25ft,Cat II;Exp B Enclosed MWFRS(envelope)gable end zone and C-C Exterior(2E1.1-6-0 to 1-6-0 Interiortl)1 6-0 to 1 10-13 zone;cantilever left and nghl exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for react ons shown;Lumber DOL=1.60 plate grip DO.=1.60 2)TCLL ASCE 7-16:Pf=25.0 psf(Lum DOL=1 15 Plate OOL=1 15),Is=1 0,Rough Cat B,Partially Exp.;Ce=1 0,Cs=1 00,Ct=1 10 3)Unbalanced snow loads have been considered for th s design 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1 00 limes flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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 well fit between the bottom chord and any other members 7)Refer to girder(s)for truss to truss connections - Q R� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 2 ``� P F�ss 9)This truss is designed in accordance with the 2018 Internal ona Building Code section 2306 1 and referenced standard ANSI/TPI 1 �J NG 1 NECn 1/02 v •T 8 22P N cv 7 <%%,OREGON L9 4H 9b FMBER OS A. HE'a EXPIRES: 06/30/2023 December 10,2021 0 WARMNG Venfy design parameter and READ NC TES ON THIS ANC INC_CELi MITERS REFERENCE PATE MII 4'3 rev 51192020 BEFORE:r:E -- Design vabd for use only with MiTelat connectors.The deaig•is based only upon parameters Shown,and 6 for an indindual building component,not a Buss system.Before use,the building designer must verfy he app 1cabiity of design parameters and properly Incorporate this design into the overall building design Bracing Indicated is to prevent buckling of edivdual truss web and/or chord members only Addbonal temporary and permanent bracing M Tek is*trays required for stabiay and to prevent collapse whh possible personal injury and properly damage For general guidance regarding the fabrication.storage delNery,erection and bracing of trusses and buss systems.see ANSVTPII Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Cede Safely Information available from Truss Plate insBWle 2670 Clain Highway.Suite 203 Waldorf MD 29601 Coron a CA 9258D Job Truss Truss Type Oty 1 Ply POLYGON-T MORR MH 28 TRIPLEX(A) K10814685 25118 502 Jack-Open 1 1 Job Reference,optional) Pacific Lumber&Truss Co., Lake Oswego.OR-97035, 8,430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10,50.55 2021 Page 1 ID:eM2yIQJm5vewge2uSY7myz30cF-917NDUDk3D6SnLBQIhOQExpYZSdNGngazVsLOtyAjSE -4-6-0 1-t0-_5 180 1.10.15 Scale-1 9J0 Snap12 • 2 1f 7rt11= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 14 Vert(LL) 0.00 7 >999 240 MT20 2201195 (Roof Snovr-25.0) Lumber DOL 1,15 BC 0 02 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 • Code ISC20181 TP12014 Matrix-MP Weight:8 Ib FT=20°k BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No,1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No 1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=41(LC 14) Max Uplift 3-11(LC 14) 2=-52(LC 10) Max Gray 3=45(LC 21) 2=302(LC 21),4=29(LC 5) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind ASCE 716;Vult=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp B;Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 1-10-13 zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7 16,Pf=25.0 psf)Lum DOL=1 15 Plate DOL=1.15),Is=1.0;Rough Cal B,Partially Exp.;Ce=1.0;Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 7)Refer to girder(s)for Truss to truss connections. D P R Q [� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s)3,2. 4$(S O. 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 �J �G I NE-A- .19 87 22P N rN 9 4),OREGON n9 1H OnSMBEFt >>.04ZO A. HE— EXPIRES: 06/30/2023 December 10,2021 OwARM4r. vanydesignparametersandREADNOTE';;`NT ir.ANDINCI..DEDMITEIREFERENCEPAGEMII7473•ev}thn?32CBEfJAIL L 1V111 Desg-wird b•use only with MiTe Int connectors This design is based only upon parameters shown.and is for an Individual budding component,not a truss system Before use the building designer roust verily the appecabiiy of design parameters and property incorporate this design into the overall building design Enacting indicated is to prevent budding of ndivOial less web ander chord members only Additional temporary and permanent bracing MiTek b always required for slabiliy and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication storage delivery erection and bracing of busses and buss systems.see ANSUTPft Quality Craarla,DSB-89 and BCSf Budding Campania! 250 King Circle SaNry dntormaefon evadable from Tess Plate institute 2670 Crain Hghway.Suite 203 Waldorf MD 20601 Corona,CA 92050 Job Truss Truss Type TOly Ply POLYGON-T MORR MH 2S TRIPLEX IAl K10814666 25118 S03 Jack-Open 1 Job Reference;options, Pacific Lumber&Truss Co take Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 910:50.56 2021 Page 1 ID.eM2ylQJm5vewge2uSY7_myz30cFdEhmegE MgWEJPVmcHPvfn9LIFsyB7E4]B9cvYKyAISO -1-6-0 2.0-0 3-10-15 4 1-6-0 2-0-0 7.70.15 Scale=1 13.3 3 1 , 500112 9 2 4.4-1 8 -, 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.12 Ver(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 3 n/a nia BCLL 0.0 • Code IBC2018/TPI2014 Matrix-MP Weight 11 lb FT= BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&B1r TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins BOT CHORD 2x4 DF No I&Btr SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=67(LC 14) Max Uplift 3-37(LC 14),2=-49(LC 10),4=10(LC 14) Max Gray 3=131(LC 21),2=359(LC 21),4=78(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-Alf forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf,BCDL=6.opsf;h=25ft Cat.It;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.,Ce=1.0;Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1,00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wrth any other live loads. 6)'This truss has been designed for a live load of 20.Opsf 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. 7)Refer to giroer(s)for truss to truss connections. PR8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)3,2,4 (---51/40) c0.0 9)This truss is desgned in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,t4GI NEFR �O 87 PE N ,N 9 �'oj,OREGON ti� 4,/N 1C8O ER �Ps�O A. HER EXPIRES: 06/30/2023 December 10,2021 A WAR MNG Verify design parameters arot READ NOTE .N THIS AWE)INCI uDEn MITEK REFERENCE PACE MIT 7473 rev 9192020 BEFORE 115E mil, Design valid for use only web MiTek®connectors.This design a based only upon parameters shown.and is for an individual bnrklirg component,not a Truss system Before use.the building designer must verify the applcabiliy of design parameters and properly incorporate the:design into the overall Wilding design Bracing indicated is to prevent buckling of ndionual truss web and/or camel members only.Additional temporary and permanent bracing MITe is always required for stabdhy and to prevent collapse wen possible personal injury and property damage For general guidance regarding the fabrication.storage delivery,erection and bracing of busses and Truss systems,see ANSDTPIf Quenly Criteria,DSBJ9 and SCSI 8ollding Component 250 Klug Circle safely Information available from Truss Plale Institute,2870 Cra n Highway,Sale 203 Waldorf MD 204301 Corona.CA 92880 Job Truss Truss Type Oty Ply POLYGON-T MORR MH 2S TRIPLEX(A) K10814687 25118 SO4 Jack-Open 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10.50:57 2021 Page 1 ID:eM2ylOJm5vewge2uSY7_rnyz3OcF-5QF8dAF7bgMA0fLpr6OuJMuwlGlflthKtQpLS5myAlSC 1-10-15 _ ��Q • 1-10-15 tit• Scale-1 9 4 6,00 i 12 {r1t� d VFW': 3x4= 1-10-15 1-10-15 1- _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL i.15 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.04 Vert(CT) -0.00 6 >999 180 TCDL 7 0 Rep Stress Inc( YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCLL 0.0 Code IBC20181TP12014 Matrix-MP Weight:6 lb FT=20% BCOL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 DF No 18Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins BOT CHORD 2x4 OF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 1=0-5-8,3=Mechanical,2=Mechanical Max Horz 1=30(LC 14) Max Uplift 1=2(LC 14),2=20(LC 54) Max Gray 1=104(LC 20),3=34(LC 5),2=69(LC 20) FORCES. fIb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown NOTES- 1)Wind:ASCE 7-16;Vult=l2o1-nph(3-second gust)Vasd=95mph;TCDL=4 2psf:BCDL=6.opsf;h=25ft,Cat II,Exp B,Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1 15) Is=1 0;Rough Cat B;Partially Exp.,Ce=1 0;Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at pint(s)1 2 8)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1 �� NGN NE-6- 9 y-y 87022P• ' �A�,OREGON rL9 �~ 90 6%18ER >1" PLO SA. HEa _ EXPIRES:06/30/2023 December 10,2021 A WARNING Vainly design paramelers and READ NOTES ON THI'•AND NC LRJEC,MITEK REFERENCE PAGE WI 7473 For 5/1 i/2020 aCP ORE USE Design vakd for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system Before use,On building designer muss venly the appBgbafy of design parameters and property incorporate this despn into the overal building design.Bracing Indicated is to prevent buckling or individual buss web and/or chord members only Additional temporary and permanent bracing MI el(' *always required for slabilily and to prevent cohapse wrth possible personal injury and property damage For general guidance regarding the fabrication storage,delivery erection and bracing of busses and truss systems see AN5urp11 Oustlry Cramira,OSB-.9 and SCSI Building Component 250 KIug Circle Safety lnrormaflon avadable horn Truss Plate Institute 2870 Crain Highway Suite 201 Waldorf MD 20801 Corona.CA 92880 Job -Truss Truss Type 'City Ply 1 POLYGON-T MORR MH 2S TRIPLEX(A) K10814688 25118 SOS Jack Open 3 1 Job Reference,optional Pacific Lumber 8 Truss Co Lake Oswego OR-97035 8.430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10 5057 2021 Page 1 ID eM2ylQJm5vewge2uSY7_myz30cF-50F8dAF?bgMA0fLpr6OuJMuuuGHRkhKtOpLS5myAjSC 1-6-0 2-0-0 3-10-15 1.6-0 2-0-0 1-10-15 Scale=1 15 7 3 • 6.00t12 Q'N to - • 1 4 a.� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loci Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0 15 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0 11 Vert(CT) -0 00 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla nla BCLL 0.0 Code IBC2018/TP12014 Matrix-MP Weight 11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No 18Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins BOT CHORD 2x4 OF No 18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (size) 3-Mechan,cal,2=0-5-8,4=Mechanical Max Horz 2=80(LC 141 Max Uplift 3=411LC 14),2=-41(LC 14;,4=-10(LC 14) Max Gray 3=139(LC 21),2=374(LC 21),4=73(LC 21) FORCES. (lb)-Max.Comp Max.Ten.-A forces 250(lb)or less except when shown. NOTES. 1)Wind ASCE 7-16;Vult=120mph;3-second gust)Vasd=95mph;TCDL=4.2psf,BCDL=6.0psf h=25ft:Cat.II;Exp B;Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0.Interior(1)1-6-0 to 3-10-3 zone;cantilever left and right exposed end vertical left and nght exposed'C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip 00L=1 60 2)TCLL ASCE 7-16;Pf=25 0 psi;Lum DOL=1.15 Plate DOL=1.15);Is=1 0 Rough Cat B:Partially Exp.;Ce=1.0;Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1 00 limes flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads. 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in a I areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. fS 7)Refer to girderl,$)for truss to truss connections. n[,p PRO cSs 8)Provide mechanical connection',by others)of truss 10 bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1 ���5 VNGI NEC- 'a 9 Ct- 7022P N<c.%4i,OREGON q^ �N SMBER �P0 A. HEEL EXPIRES:06/30/2023 December 10,2021 O WARNING ;enfy dosg,parameter-.a,RFA.r. TE . rfTHr.AN; e E MI TEK REFERENCE PA-.E M.I-7473rev Si Iv.20201f1 I OFF USF 1 Design valid for use only wah h4Teke connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system 8erore use the budding designer most nerdy the appecabilay of design parameters and properly incorporate ma design into the overall buildup design. Bracing indicated a to prevent bucking 01 individual buss web and/or chord members only Additional temporary and permanent bracing M Tek a always required for stabdrty and to prevent-,..Ifapse with possible personal injury and property damage For general guidance repo/dug the fabrication,storage.debvery erection and bracing of buSSed and buss systems.see ANSI/TP11 Quality Crkerfa,OSB49 and 8C51Building Component 250 Klug Cede Safety information available from Truss Plate Instdutt,2570 Craw Highway,Sone 203 Waldorf,MD 20601 Corona,CA b2890 1Job `Truss 'Truss Type 'Oty Ply POLYGON•T MORR MH 2S TRIPLEX(A) • K10814689 25118 S06 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego OR 97035. 8,430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 910:50:58 2021 Page 1 ID:eM2yl0Jm5vewge2uSY7_m yz30cF-Zcp1NrWFdM8U0epvl3Pgx7saR3ifbRT6aofT5'dCyAjS B 2-0.0 3-10-14 2-0-0 • 1-10-14 Scale=1 14.5 2 600 12 1 • 344 3 2-0-0 2-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) lidetl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 15 Vert(LL) -0.01 3-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.19 Vert(CT) •0.01 3-6 >999 180 TCDL 7 0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCLL 0.0 • Code tBC20181TP12014 Matrix-MP Weight:9 lb FT=20% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No 1&Btr BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing REACTIONS. ',size) 1=Mechanical,2=Mechanical 3=Mechanical Max Horz 1=60(LC 14) Max Uplift 1=-1(LC 14),2=-43(LC 14),3=-20(LC 14) Max Gray 1=163(LC 21) 2=140(LC 21),3=113(LC 21) FORCES. (Ibl-Max Comp'Max Ten.-All forces 250(ib)or less except when shown. NOTES- 1 Wnd ASCE 7-16.Vutt=120mph 13-second gust)Vasd=95mph:TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp B,Enclosed; M WFRS(envelope)gable end zone and C C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-10-2 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1 60 21 TCLL ASCE 7-16.Pf-25 0 psf;Lum DOL=1 15 Plate DOL=1 15);Is=1.0;Rough Cat B;Partially Exp.;Ce 1 0,Cs=1 00.Ct=1 10 3i Unbalanced snow loads have been considered for this design 41 Th s truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 51'This truss has been designed for a live load of 20.0psf on the bottom chord in al areas where a rectangle 3-6-0 tall by 2-0-0 wide wi fit between the bottom chord and any other members. 61 Refer to girdersi for truss to truss connections 71 Provide mechanical connection.;by others)of Truss to beanng plate capable of withstanding 100 lb uplift at joint(s)1,2,3 81 Th s truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1 ���Ep PRO &c. 9 87022PE • N ,N ypif Aj<OREGON �� lv0 ' BER OS A. HEPtP EXPIRES:06/30/2023 December 10,2021 A WAR MNG Verify design pa ameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mi1.7473 rev 5/19I2020 BEFORE t.l,E Design valid for use only with MiTek®Ccnneaors.This design based only upon parameters shown,and is for an individual building component,not a truss system Before use the budding designer must verify the applicability of design parameters and property incorporate this design Co the overall building design erasing indicated a to prevent buckling of individual truss web andror chord members only.Additional temporary and permanent bracing M ie{' is always*squired for stability and to prevent collapse wall possible personal injury and properly damage. For general guidance regarding the 1'1 R labrimtion storage delivery erect ,and brasing of trusses and truss systems.see ANSI/7P11 Quality Criteria.OS849 and SCSI Building Component 250 Clog Circle Safety fcram.edon available horn Truss Plate Institute 2670 Crain Highway Stile 203 Waldorf.MD 20601 Corona.CA 42880 [Jab Truss --'Truss Type Oly Ply POLYGON-I MORR MH 2S TRIPLEX(A) K10814690 25118 S07 Jack-Open 2 1 Job Reference I optionafi Pacific Lumber&Truss Co.,- Lake Oswego,OR-97035, 8 430 s Aug 16 2021 MiTek Industries.Inc Thu Dec 9 10:50:58 2021 Page 1 ID eM2ylOJm5vewge2uSY7_myz30cF-ZcpWrWFdM8U0epw?Pgx7saR5UfeuT8a0fT5?dCyA)SB ` r 1-10-15 2-0-0 1-10-15 ci-1.• Scale=1 9 4 2 y 6001,2 1 , �• 1 d 1 3191- 1-10.15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) 0 00 6 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.04 Vert(CT) -0 00 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0 00 Horz(CT) 0 00 1 n!a n/a BCLL 0.0 Code IBC20187TP12014 Matnx-MP Weight 6 lb FT=2C'r BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 1=0-8-0 3=Mechanical.2---Mechanical Max Horz 1=30(LC 141 Max Uplift 1=2(LC 14),2-20(LC 14) Max Gray 1=104(LC 20),3=34(LC 5) 2=69(LC 20) FORCES. (MI-Max.Comp./Max Ten.-All forces 250(lb')or less except when shown NOTES- 1)Nand:ASCE 7-16,Vutt-120mph(3-second gust)Vasd=95mph.TCDL 4.2psf BCDL-60psf;h=25ft,Cat.II;Exp B.Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)zone.cantilever left and right exposed•end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL:ASCE 7 16;Pf=25.0 psf(Lum OOL=1.15 Plate DOL=1 15).Is=1 0:Rough Cat B.Partially Exp.:Ce=1 0 Cs=1 00.Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in a I areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6)Refer to girderlsi for truss to truss connections 7)Provide mechanical connection(by others)of truss to bearing plate capable of wrthslandmg 100 lb uplrtt at)oint(s)1.2 8)This truss is designed in accordance with the 2018 International Build ng Code section 2306.1 and referenced standard ANSI/TPI 1 '\CCcAD PROFESS PROFESS 87022PE , SAT OREGON ry, �N e FM9ER �0,9 NO** A. HER EXPIRES: 06/30/2023 December 10,2021 WAAh9N'. vonty design pernmotern and READ N"TES ON THIS AND Kt UDE.MITEK REFERENCE PALE Mu''473 rev 509,2020 BEFORE USE Design valid for use only wen MITeke connectors.This design es based only upon parameters shown and is for an individual budding component,not1/11 a truss system Before use the buidirg designer must venry the appkrabdrty of design parameters and property incorporate this design into the overall Wilding design Bracing indicated is to prevent buckling of indrvidual truss web andlor chord members only. Additional temporary and permanent bracing MiTek Is always required 1or slabdry and to prevent collapse with possible personal injury and property damage.For general guidance regarding the tabrrcabon storage delivery ereawn and bracing of busses and buss systems see ANSIIrP/1 Quality Criteria,05B-119 and BCSI Building Component 250 Hlvg Cede Safety Information avadabte from Truss Plate lnsldute 2670 Cram Highway Suite 203 Weldon MD 20601 Corona CA 928.06 Job Truss Truss Type Oty Ply POLYGON•T,MORR MH 2S TRIPLEX(A) K10814691 25118 508 Jack-Open 2 1 Job Reference roptional)__ Pacific Lumber&Truss Co., Lake Oswego,OR 97035. 8.430 s Aug 16 2021 M Tek Industries,Inc Thu Dec 910.50:59 2021 Page 1 ID eM2ytQJmSvewge2uSY7 myz3OcF-1pNu2sGF7RctGzVByXTMPnzEx3_NCbuAu7gZ9fyAjSA •16-0 1-10-15 } 1-8-0 1-10-15 Scree=•-197 3 w 6.00 IVe i j 3x4 i 2 r3 1 et 011111.1. 4 5 15x4 1.5x4 II } 2-0-0 2-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.18 Vert(LL) -0.00 5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 • Code IBC2018/TP12014 Matrix-MP Weight:14 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr TOP CHORD Structural wood sheath rig directly applied or 1-10-15 oc purlins GOT CHORD 2x4 OF No.18Btr except end verticals WEBS 2x4 DF Stud7Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 55-8,3=Mechanical 4=Mechanical Max Horz 5=64(LC 11) Max Uplift 5=-7(LC 14),3=-37(LC 20),4=-04(LC 11) Max Gray 5=333(LC 21).3=10(LC 21),4=40(LC 12) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-315/84 NOTES- 1)Wnd ASCE 7 16,Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2ps1;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 1-10-13 zone;cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-16,Pf=25.0 psf(Lum DOL=1 15 Plate DOL=t 15);is=1.0,Rough Cat B;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1.00 times flat roof load of 25.0 psf on overhangs nonconcurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide j,t PROF, i will fit between the bottom chord and any other members. Cy�`` IS 7)Refer to girder(s)for truss to truss connections. /O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. 7 ?i 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 9 87 22P N K. -.7 % OREGON rj9 4l 9 FMBER s\' c�S A. H .c2t EXPIRES: O6/30/2023 December 10,2021 O W.MrrG verify design parameters and READ NOTES ON THIS AND NCLUDEO MITEK REFERENCE PAGE MII.7473 rev 5/19/Iuzu BEFORE US` 111 Design va ld for use unty with MiTek'a connectors This design is based only upon parameters shown.and is bar an ir:ividual building component,not a truss system Belore use,the building designer nwi verify the apphrabaity of design parameters and property incorporate Mrs design into the overall Wading design Bracing indicated v to prevent buckling of individual buss web andlor chord members only Additional temporary and permanent brio g MTe k is always required for stability and to prevent_olapse wan possible personal injury and property damage For general guidance regarding the fabrication storage delivery erectron and bra-mg of busses and buss systems see ANSI/TPl1 Duality Crfhrra,OSB21 and BCSI Building Component 250 Klug Circle Safely IMormaHon available from Truss Plate Institute 2070 Crain Highway Suite 203 Waldorf MD 20601 Corona CA 92880 Ji.,Li -rush Truss Type `Oty Ply POLYGON-T MORR MH 25 TRIPLEX(A) K10814692� 25116 SG Caidmu oa Girder I 3 Job Reference(options; PeaTc Lumber&Truss Co Beaverton OR 97005 Mdek 8.430 s Aug 18 2021 M7ek Irduatnes.Inc Thu Dec 9 1254 38 2021 Pape I ID eM2yIQJm5vewge2uSY7_myz30cF-23JIc9c1HoebDRr7PW1SADSOY_aP014PcUu6XVyAbUV -1-6-0 1-10-12 2-4-15 4-0-2 6-1-8 _ 8.3.8 10.4.14 12-0-1 .12.8.4} 14-5-0 e 1-63-0 110-12 0-6 1-7-3 2-1-6 + 2-2-0 + 2-1-6 1-7-3 0-6-3 1-10-12 Scale=1.28.2 8.00 12 10M14 311/2= 346= 41r12= 1 3 1115 Win 6 11 7 11 21 0 9 A 1i 2 li . 13 22 2311 24 25 ,o 31t12= IWO= 28 413= 3r12 I 1.10.12 1 6-1-8 I 8-3-8 1 12.4-8 12r64 14-5-0 1-10-12 4-2.12 2.241 4-1-0 0-1-12 1-10-12 Plate Offsets jX,Y)- jP:0.3-0,0-1-9 p:0 1-12,0-2-81j8:0-5-0i0-2-0j,j9-0-2-9,0-1-81,j11:0-2-1210-3-121,112:0-3-8,0-1-81 __ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (bc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.34 11-12 >514 240 MT20 220/195 (Roof Snow=25-0) Lumber DOL 1.15 BC 0 94 Vert(CT) -0.51 11-12 >341 180 TCDL 7.0 Rep Stress Ina NO WB 051 Horz(CT) 0.09 9 n/a nia BCLL 0,0 • Code IBC2018/TPI2014 Matrix-MS Weight:236 lb FT=20% BCDL 10.0 - LUMBER- BRACING- TOP CHORD 2x4 DF No.13Btr'Except' TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins,except 3-8:2x6 OF 1800F 2 1 E 2-0-0 oc purlins(2-7-9 max.):3-8. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 DF No.18.Btr'Except' 5 12,6 11,5 11 2x4 DF SludlSid PLY-TO-PLY CONNECTION REOJ RES THAT AN APPROVED REACTIONS. {size) 9=0 5 B,2=0.5 B FACE MOUNT HANGER(SPECIF ED BY OTHERS; S REQUIRED FOR LOADS REPORTED IN NOTES FACE MOUNT HANGER SHALL BE Max Horz 2=33(LC 50) ATTACHED WITH A MINIMUM OF 0 148 x 3-NA LS PER HANGER Max Uplift 2=-315(LC 10) MANUFACTURER SPECIFICATIONS Max Grav 9=9256(LC 31).2=5552(LC 31) FORCES. (lb)-Max Comp/Max Ten -All forces 250{lb)or tess except when shown. TOP CHORD 2-3—12041/609.3-4=-10798/550,4-5=32606/1332 5-6=-34163/279,6-7=-34163/279, 7-8=1594110,8-9=-17867/0 BOT CHORD 2-13=-526/10808,12-13-1083/22349,11.12=1306/32606.10-11=0/25879,9-10=0/15948 WEBS 3-13=-197/5017.5-126.755/0.8-10=0/7913,6-11�/270,5-11 :1/1975,4-1 3-1 2399/602, 4-12=-242/11031,7-11=-751/8875,7-10=-10694/691 NOTES- 1)N/A 2)3-ply truss to be connected together with 10d(0,131"x3")nails as follows: 1T Top chords connected as follows:2x4-2 rows staggered at 0-5-0 oc,2x6-2 rows staggered at 0-7-0 oc. ��,vol P fl OFFss Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. ``/ Webs connected as follows 2x4-1 row at 0-9-0 oc. Gj �G I NE'.'7' n /0 3)All loads are considered equally applied to all plies,except if noted as front(F)or back{B)face.n the LOAD CASE(S)section.Ply to v •7 ?i ply connections have been provided to distribute only toads noted as(F)or(B),unless otherwise indicated. �a -9 4)Wind:ASCE 7-16;Vutt=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf BCDL=6 Opsf,h=25ft;Cat.II;Exp B;Enclosed, ,,b)7022P c MWFRS(envelope)gable end zone cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL ASCE 7-16 Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15);Is=1 0 Rough Cat B.Partially Exp.;Ce=1 0,Cs=1.00,Ct=1 10 6)Unbalanced snow loads have been considered for this design .1 7)This truss has been designed for greater of min roof live load of 18.0 psi or 1 00 times flat roof load of 25.0 psf on overhangs t<NA OREGOPI �(/K. � non-concurrent with other live loads ry 8)Provide adequate drainage to prevent water ponding 9c ',if E >>' �O 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q n Q` 10)'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 S A. HERS will 14 between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 315 lb uplift at pint 2. 12)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 EXPIRES: 06/30/2023 13)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. December 10 2021 .. rsrw sn 1 VW.,c __ AWARNIN'i Verity desigr parameters and READ NOTES ONTH ANLI CEDYITEK REFERENCE PAGE Mil r4^.rev5/192023BEFORE F. Mill Design valid Is,use only with MITek4b connectors.The design is based only upon parameters shown,and Is for an individual building component.not a buss system Before use.the building designer must verify the applicabrty of design parameters and property incorporate this design into the overall building design Bracing indicated a to prevent buck up of individual truss web and/or chord members only.Additional temporary and permanent bracer M iTe k is always repaired for stab44y and to prevent Collapse with possible personal injury and properly damage,For general guidance regarding the fabrication storage delivery.erection and tracing of busses and truss systems,see AP4SVTPI1 Quality Criteria,0513-4e and 8CS/Building Component 250 Khq C Safely Information available from Truss Plate Institute 2670 Crain Highway Sane 203 Waldorf,MD 20601 .,„nor 'A 0266 Truss Truss Type iky Ply I POIYOON-T MORR MH Z$TRIPLEX(A) K10814692 25118 SG celdomia Grrder 1 q J,Job Reference;optional) Pacific I umber&Trues Co Beaverton.CR 97005,Mitek 8.430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 17 54.38 2021 Page 2 ID:eM2yf0Jm5vewge2uSY7__myz3OcF-23JIc9clHoebDRr7P WTSADSOY_aPO14PcU u6XVyAbUV NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 105 b up at 2-5-10,106 lb down and 48 lb up at e 4-0-12,61 lb down and 28 b up at 6-0-12,254 lb down and 103 lb up at 7-2-8 203 ib down and 80 lb up at 8-4-4,and 106 lb down and 48 lb up at 10-4-4,and 218 lb down and 105 lb up at 11-11-6 on top chord,and 15 lb down and 8 lb up al 2-0-12,15 lb down and 12 lb up at 4-0-12,15 lb down and 12 lb up at 6-0-12,4240 lb down and 624 lb up at 6-1-B,15 lb down and 12 lb up at 7-2-8.2154 lb down and 48 lb up at 8-0-12,16 b down and 12 lb up at 8-4-4 2037 lb down at 10-0-12,15 lb down and 12 lb up at 10-4-4,2039 lb down at 12-0-12,and 15 lb down and 8 lb up at 12-4-4,and 2169 lb down at 14-0-12 on bottom chord The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 11 Dead+Snow(balanced)Lumber Increase=1 15,Plate Increase=l 15 Uniform Loads(p1f) Vert:1-3=-64,3-8=-64.8-9=-64,2-9=-20 Concentrated Loads(lb) Vert 13=12(B)5=26(8)12=-4245(F=-4240,B=6)11=-2170(F=2154,B=16)6=133 4=-51 7=51 18=-119 19=-184 21=-119 22-6(B)23-9(B)24=-1997(F-1991 .B=6)25=1998(F=1986,B=12)26=2158(F) A WARNING Venfy des -parameters and READ NOTES ON THIS AND INCLCIDEC MITEK REFERENCE PAGE MII 7473 rev 5o19RWO BEFORE USE Design slid for use only with MiTek rnnnedors.This design is based only upon parameters shown,and is foe an individual building component,not a truss system.Before use,the budding designer must verify the appkrabilly of design parameters and properly incorporate lb&design No the oeetall budding design Bracing indicated 6 to prevent buckling of ndmdual truss web and/or chord members only.Additional temporary and permanent evatmo ek is always required for stability and to prevent collapse with possible personal Minn).and property damage.For g guidance regarding guidan regarding the a� fabrication.storage,delivery.erection and bracing of busses and truss systems,see ANSI/TPII Quality Criteria,DSB-SO end SCSI Building Component 250 Klrg Circle Safely Information available from Truss Plate Insbtule.2670 Cram Highway.Suite 203 Waldorf.MD 20601 Corona.CA 02880 Job Truss Truss Type City Ply r POLYGON-T MORR MN 2S TRIPLEX(A) K10814693 25118 TO1 California Girder 1 1 - ; - Job Reference I_optional i Pacific Lumber 8 Truss Co. Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10.51 02 2021 Page 1 ID eM2yIOJm5vewge2uSY7_myz3OcF-SN21hti7PM S70Dmef030ObkxHzCPxgca43DmzyAjS7 lk -1-6-0 3-6-12 3.10-15 5-6-1 5 104 9-5-0 10-11-0 1-6-0 3-6-12 6-/-4 1-7-2 -1 3-6-12 1-6-0 Scale=1 23.5 eN 4 444-� 9 4 et*r I; ry s • e 17 to 11 am*= 1.51r1 II II 1.Sr4 II 3•4= _ 3-6-12 5•,0-4 •r 9-5-0 I- 3-6-12 7---8 3-6-1: LOADING (psf) SPACING. 2-0-0 CST DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.20 Ven(LL) -0.02 8-11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.20 Vert(CT) -0.03 8 11 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.06 Horz(CT; 0.01 5 rile Ma BCLL 0.0 Code IBC2018fTP12O14 Matrix-MS Weight:37 lb FT-20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Blr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(6-0-0 max.) 3-4 WEBS 2x4 DF Stud/Sid BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 2=0-5-8,5=0-5-8 Max Horz 2=-34(LC 15) Max Uplift 2-95(LC 10),5=95(LC 11) Max Gray 2-871(LC 31).5=871(LC 31) FORCES. (lb)-Max Comp/Max Ten -All forces 250 pb)or less except when shown TOP CHORD 2-3=-1033/124,3.4=-854/118,4-5=-1033/124 BOT CHORD 2-8=-7 618 54,7-8=-76/854,5-7=-761854 NOTES- 1)Wnd ASCE 7-16;Vult=120mph 13-second gust)Vasd-95mph.TCDL=4.2psf;BCDL-6 Cpsf h=25ft,Cat tl Exp)3 Enclosed MWFRS(envelope)gable end zone.cantilever left and right exposed end vertical left and right exposed,Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL.ASCE 7-16.Pf=25 0 psf Ilum DOL 1 15 Plate DOL 1 15) Is 1 0,Rough Cat B.Partially Exp Ce=1 0,Cs=1 0D,C1=1 10 3)Unbalanced snow bads have been considered for this design 4)This truss has been designed for greater of min roof live load of 18 0 psf or 1.00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads 5)Provide adequate drainage to prevent water ponding 6)This truss has been designed fora 10 0 psf bottom chord Live load non concurrent with any other live loads �Efl PR OFF 7)'This truss has been designed for a live load of 20 Opsf on the bottom chord in a areas where a rectangle 3-6-0 tall by 2-0-0 wide �L I N ss9 will frt between the bottom chord and anyother members V. [t� .f" 8)Provide mechanical conned on(by others;of truss to bearing plate capable of wahstand ng 100 lb up'ift at Omits)2 5 L�5 v\G `'� Ov 9)This truss is designed in accordance with the 2018 International Building Code sect on 2306 1 and referenced standard ANSIITPI 1 9 10)Girder carves hip end with 4-0-0 end setback 7 PE 11)Graphical purlln representation does not depict the size or the orientation of the purlm along the top andfor bottom chord 12)Hanger(s)or other connection devices I sha be provided sufficient to support concentrated load(s;135 lb down and 51 lb up at 5-10-4,and 135 lb down and 51 ,b up at 3-6-12 on top chord The des gm selection of such connection device;si is the 0/responsibility of others g N(CN K. A. 13)In the LOAD CASE(S;section,loads app ied to the face of the truss are noted as front(Fi or back IB, ,9 A�OREGON if-) 44/ LOAD CASE(S) Standard 9c FMSER 0`f �� 1)Dead+Snow(balanced)Lumber Increase=l 15 Plate Increase-1 15 Q(1 l P Uniform Loads(pft) V A. HE'- Vert 1 3=64 3-4-94,4-6=64,9-12-29(F-9) Concentrated Loads(lb) Veil:3=107 4=-107 EXPIRES:06/30/2023 December 10,2021 0111,101. A VORNING :enty design parameter,and PEA r NOTES ON THIS AND INCLUDED MI TEK REFEP DICE PA,fE MII 703 rev 51920206EF''RE fISE Design valid for use Only with MiTek®Connectors This design is based Only upon parameters shown and is for an individual building Component not a buss system Before use.the building designer must verity the applicability of Oe5ign parameters and properly incorporate this design Into the overall builds g design Bracing indicated is to prevent bucking of individual truss web and/or chord members':nly Addrbon al temporary and permanent braarg MiTek is always required In,stabily and to prevent collapse with possibie personal injury and property damage For general guidance regarding the fabnabon storage delivery erection and braang of trusses and truss systems.see ANSLTPrt Quality Craton.,05B-U0 And BCSI Building Component 250 King Cycle Seely Information available from Truss Plate Institute 2870 Cram Highway Sune 203 Wadod MD 20501 Corona.CA 92580 Job Truss Truss Type "Oty Ply 'POLYGON-T.MORR MH 2S TRIPLEX(A) K10814694 25118 T02 Common 1 1 _ Job Reference(optional) Pacific Lumber&Truss Co. Lake Oswego.OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10.51 03 2021 Page 1 ID:eM2y10Jm5vewge2uSY7_myz3OcF-wacPuDJmAg6JkaoyBNXIZd8v0g188NUlokomlQtsa S6 16A 4-8-8 9-5-0 10.11-0 1.6-0 4-84 4-8-8 } 1-6-0 Scale=1 22 7 4x4= 3 a001W 15 14 4 13 ` 5 y = 1.filM rI IftS32w= 4-8-8 94-0 4.843 _ 444_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (toe) Vdefl L!d I PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.24 Vert(LL) -0.03 6-12 >999 240 MT20 220/195 (Roof SnoWr25.0) Lumber DOL 1 15 BC 0.22 Vert(CT) -0.04 6-12 >999 180 TCDL 7 0 Rep Stress Incr YES WB 0.09 Horz(CT) 0 00 4 n/a n/a BCLL 0.0 • Code IBC2018ITPI2014 Matrix-MS Weight:35 lb FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&BIr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 DF No.1&Blr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 DF Stud/Sid REACTIONS. (size) 24)-5-8,4=0-5-8 Max Harz 2=42(LC 14) Max Uplift 2=-61(LC 14),4=-61(LC 15) Max Gray 2=624(LC 21),4=624(LC 22) FORCES (Ib)-Max.Comp IMax.Ten •Al'forces 250(Ib)or less except when shown TOP CHORD 2-3=-577/152 3-4=-577i154 BOT CHORD 2-6=-30/430,4-6=-301430 NOTES- 1)Wild ASCE 7-16,Vutt=120mph(3-second gust)Vasd=95mph,TCOL=4 2psf,BCDL=6.0psf;h=25ft Cat.II;Exp B;Enclosed, MWFRS(envelope)gable end zone and C-C Exlerior(2E)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 4-8-8,Exterior(2R)4-8-8 to 7-8-8, Intenor(1)7-8-810 10-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1-60 plate grip DOL=1.60 21 TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1,15 Plate DOL=1.15),Is=1.0;Rough Cal B Partially Exp. Ce=1.0,Cs=1.00;CI=1.10 3)Unbalanced snow toads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1 00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C�t,t PR Q- 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .`�(, s0/ will F `` I t between the bottom chord and any other members. 5 ! GNE.$- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)2,4. -‘1 v` `'7 O4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1 8 22P �r N y A>,OREGON 15) ti c AMBER \,, \,a OS A. HEa�P EXPIRES:06/30/2023 December 10,2021 O WARNING Venly design parameters and READ NOTES ON THIS AND NCLUDED MI TEN REFEREv::E PAGE Mn 7473 rev 5l19/2020 US! Design valid for use only with MRehth connectors.This design is based only upon parameters shown,and is tot an Individual building component,rrol111111 a buss system Befare use,the beading designer must verify the applicability of design parameters and properly incorporate tuts design into the overall bedding design Bracing indicated is to prevent buckling a1 rndeidual buss web and/or chord members only.Additional temporary and permanent bracing MiTek 6 always required for stability and to prevent coWpse with possible personal injury and property damage For general guidance regarding the iabncahon storage delivery,erection and bracYg o1 busses and Cuss systems,see ANSI/rP11 Quality Cmiofa,058-89 and SCSI Budding Component 25019ug Circle Safety Information available tom Truss Plate institute.2670 Gain Highway,Sucre 201 Waldorf,MO 20601 Corona,CA 92900 [Job ' Truss 'Truss Type Oty Ply POLYGON-T.MORR MH 2S TRIPLEX(At f K10814695 25118 U01 California Girder 1 1 i Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10:51.04 2021 Page 1 ID'eM 2y IQJ m 5vewge2uSY7_myz30cF-OmAn5ZKOx_FAMk N9142X6rh2g4dPtogv 1 OYKgsyAj S5 k I 36-12 10.1� 6.7 1 9- 8-1-8 38 12 O,4 3 2-8-2 -i-2- 1.4.0 Scale=1:166 1. 1 1-5N II GAO iw 1 13 r H a N 14 15 At Owl= NAILED 3x4= MA._CD NAILED yw= 6 3-6-12 8-1-8 F 3{r12 4-6-1-2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.37 Vert(LL; -0.02 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0 29 Vert(CT; -0 03 6-7 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0 22 Horzr;CT) 0 01 6 tea n/a BOLL 0.0 •BCDL 10.0 Code IBC20181TP12014 Matrix-MP Weight:35lb FT=20`:6 LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 OF No 18Btr except end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3 WEBS 2x4 OF Stud7Std BUT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 1=Mechanical,6=Mechanical Max Horz 1=45(LC 9) Max Uplift 1=-62(LC 10),6=67iLC 11) Max Gray 1=635(LC 30),6=658(LC 30) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown TOP CHORD 1-2=997/94,2-3=-827/102 BOT CHORD 1-7=-85/821,6-7=-70/391 WEBS 3-7=301493.3.6=-660/104 NOTES- 1)Wind ASCE 7 16:Vut1=120mph(3-second gust)Vasd=95mph.TCDL=4 2psf,BCOL=6 Opsf h=25ft,Cal.'I;Exp B Enclosed MWFRS(envelope)gable end zone:cantilever left and nght exposed end vertical left and right exposed;Lumber DOL=1 60 plate grip DOL 1 60 2)TCLL ASCE 7-16;Pf=25.0 psf(Lum DOL=1 15 Plate DOL=1 15?,Is=1 0 Rough Cal B Partially Exp-Ce=1.0;Cs=1 00-Ct-1 10 3)Unbalanced snow loads have been considered for th s design 4)Provide adequate drainage to prevent water ponding 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. co ❑ t�6)'This truss has been designed for a live load of 20Apsf on the bottom chord in a:areas where a rectangle 3-6-0 tall by 2-0-0 wide ��� o PROFESS will frt between the bottom chord and any other members 5 C1��E 7)Refer to girder(s)for truss to truss connections �1 �f" 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb up'fi at joint(s)1 6 �� T Oi�9 9)This truss is designed in accordance with the 2018 Internet oral Building Code section 2306 1 and referenced standard ANSI/TPI 1 10)Graphical purlin representation does not depict the size or the orientation of the purtn along the top and/or bottom chord 87 PE 11)"NAILED"indicates 3-10d Nails(0 148"x 3') toe-nails per NOS gu delines 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loadis;372 lb down and 133 lb up at 3-11-10,and 157 lb down and 56 lb up at 6-0-12 on top chord The design/select on of such connection device(s)is the responsibility of others N� fry 'Y 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front rF:or back(B). 9 A>,OREGON 10 LOAD CASE(S) Standard '9Or,FMg�R 1\ �O 1)Dead+Snow(balanced) Lumber Increase=l 15,Plate Increase-1 15 1 a�P Uniform Loads(plf) A. HE=` Vert:1-2=64,2-3=-64,3-4=-64,5-8=20 Concentrated Loads(Ib) D(PIRES:06/30/2023 Vert:12=-273 13=-122 14=-8(F)15=-32(F)16=-36(F) December 10 2021 A,'NARNINQ-.verity desi0,.ivrramele,are/REA-4 TES ON THIS ANt)tiK._)_()EDMITEK REFERENCE FADE WI r4'3 rev 5119,NLd BEFORE 1.sE Mil Design valid for use only with MRek®con nedors This design is based soty upon parameters shown.and is for an individual building component not a buss system-Before use the burning designer most verify the apphc05ddy of design parameters and property incorporate this design into the overall hooting design Bracing indicated is to prevent buckling of Individual less web and/x chord members only Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal iroury and properly damage For general guidance regarding the fabnc:oon,st«age delivery,erecron and Mating Of busses and buss systems.see ANSPTP11 Quality C,t erla,DSB-8a and'C5/auRding Component 250 Klug Circle Salary Information available horn Truss Plate Institute 2670 Crain Highway State 2C3 Waldorf MD 26801 Corona,CA 92880 Job Truss 'Truss Type Oly Ply POLYGON-T MORR MH 2S TRIPLEX(A) K 10814696 25118 UO2 Common 1 1 l Job Reference(optional) Pacific Lumber 8 Truss Co. Lake Oswego,OR-97035, 8 430 s Aug 16 2021 MiTek Industries,Inc- Thu Dec 9 10 51 05 2021 Page 1 D.eM2yIOJm5vewge2uSY7_myz3OcF-syk9JvL0iH N 1_uyLJoZme2DDlUygcG82G2 HtNl yAIS4 5-3-0 8-1-8 5-3-0 2-10-8 Scale=1.21.2 4x4 2 00E11 r1111 12 3 10000. 10 vi s1d= s _ Sea i 14 8-1-8 8-1-8 _Plate Offsets(X,Y,) j1:0-2-0 Edge] T LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.35 Vert(LL) -0.04 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 0.34 Verl(CT) -0.06 6-9 >999 180 TCOL 7.0 Rep Stress Ina YES 'AB 0 14 Horz(CT) 0.00 1 n/a n/a BCLL 0 0 Code IBC2018/TP12014 Matnx-MP Weight 32 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly app'ied or 6-0-0 oc puffins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 DF StudlSld BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical,5=Mechanical Max Horz 1=55(LC 13) Max Uplift 1=-31(LC 14),5=17(LC 14) Max Gray 1=386(LC 20),5=360(LC 21) FORCES. (lb)-Max Comp./Max Ten -All forces 250(lb)or less except when shown TOP CHORD 1-2=-407/101,2-3=-3231128,3.5=352/154 BOT CHORD 1-6=-104/277 WEBS 3-6=1021309 NOTES- 1)Wjnd ASCE 7-16,Vutt=120mph(3-second gust)Vasd=95mph,TCDL=4.2psf•BCDL-6 Opsf h=25it,Cat II;Exp B,Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)0-0-0 to 3-0-0 interior(1)3-0-0 to 5-3-0 Exterior(2E)5-3-0 to 7-11-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-16,Pf=25.0 psf(Lunt DOL=1 15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp. Ce=1.0,Cs=1 00;Ct=1.1O 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. EQ P ROFFS 5)-This truss has been designed for a ive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will for between the bottom chord and any other members. �� LNG!NEF9 6)Refer to girder(s)for truss to truss connections. 7 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)1,5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 87022P E <N Is. Ai 9 Aj,OREGON rj, 9 FMe ��' �9 c ER vs A. HE— EXPIRES:06/30/2023 December 10,2021 O WARNING Verity design parameters and READ`rL TES Jel THIS AN:tlId ..CE=2 MITEK REFERENCE PAGE MII T4'i r.v `.19,llizo BEFORE E Design weld for use Holy wdh MiTekb conned ors This design is based only upon parameters shorn and a for an individual building component,not a Truss system Before use the budding designer must verify the applrabiity of design parameters and properly incorporate this design into the overall 'try` bud chord ding design Bracing indicated a to prevent buckling of individual truss web and/or merrhers only Additional temporary and permanent bracing iTek a always required for stabildy and to plevenl relapse with possible personal injury and property damage For general guidance regarding the fabrication storage delivery election and bracing of trusses and miss syslems.see ANSi/TPIO Qualify Criteria,05849 and 8CSl Building Component 250 Krug Cede Safety information evadable from Truss Plate Institute 2670 Crain Highway.Suite 203 Weldon MD 20601 Corona CA 92600 lob 'Truss Truss Type City flit), POLYGON-T MORR MH 2S TRIPLEX(A) K10814697 25118 VO1 Hip Girder 1 • _ _-___ _ Job Reference i,upironal) Pacific Lumber&Truss Co.,Beaverton OR 97005.Mitek 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 17'57.02 2021 Page 1 ID:eM2y1QJm5vewge2uSY7 myz30cF-gmOkgOMdN2n9V2sor1200b00J 1 m274xbjunka9yAbSF 2-0-0 4.3.6 944 _ 9-10-2 12-10-0 14-10-0 16-4-0 _ 2-0-0 2-3-6 1 24i2 31.10 211-14 2-0-0 1-6-0 Scale=1.26.4 5x8 M18SHS= 6.00 12 1204 II Sal 2 f51 3 I. Z1 18 4 19 ( S A 13 20 12 21 22 11 23 24 to 23 9 3x12 8a8= 12e/4= 10a14= SlA= 44_ 2-0-0 4-3-6 6-8-8 9-10-2 12-10-0 14-10-0 F 240 - 2 3-6 2.5.2 1 3-1-10 I 2-11-14 1 2-0-0 1 _ Plate Offsets(X,V)- jt-0-2-9,0.1-81,12:0-4-0,0-1-15j-_3:0-5-0 0-3-4J[6:0.3-0 0-2-71,(7.0-3-0,0-1-9119:0-3-8,0-4-81110:0-7-0.0-2-121(11:O-7-0,0-4-121d13:0-3-8,0-4-12j • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) We Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0 91 Vert(LL) -0.34 11 >525 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0 81 Vart(CT) -0.50 11 >355 180 M18SHS 2201195 TCDL 7.0 Rep Stress'nor NO WB 0 81 Horz(CT) 0.09 7 n/a n/a BCLL 0 0 Code IBC2018ITPI2014 Matrix-MS Weight:241 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&8tr'Except' TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins,except 2-6:2x6 DF 1800F 2 1E 2-0-0 oc purlins(4-1-0 max.):2-6. GOT CHORD 2x6 OF 2400F 2 OE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 OF Stud.Std'Except' 2-13,6.9 5-11,5-9'2x4 DF No.1&Btr PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED REACTIONS. (size) 1=0-5-8,7=0-5-8 FACE MOUNT HANGER(SPECIFIED BY OTHERS)IS REQUIRED FOR Max Horz 1=34(LC SS) LOADS REPORTED IN NOTES FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0 48'x 3"NAILS PER HANGER Max Uplift 7-3501LC 6) MANUFACTURER SPECIFICATIONS Max Gray 1=87121C 301,7=4937(LC 30) FORCES. (lb:-Max.Comp./Max,Ten -All forces 250 1Ib)or less except when shown. TOP CHORD 1-2=1796110 2.3=-1 51 07/0,3-4-319301914 4-5=31930.1914,5.6-9808/696, 6-7-11654/819 BOTCHORD 1 13=0/16214,12-13-76726896,11-12=-767.26896,10-11=-1565/23001, 9-10=-1565/23001 7-9=713/10514 WEBS 2-13=0/7227,3-11=-1207,5360,4.11-297/270,6-9=-302/4654,3-1 3-12538/1 1 27, 5-10=-82/875,5-11=-347/9280.3-12=0/2595 5-9-13709/946 NOTES. 1)N/A 2)3-ply truss to be connected together with 10d(0.131"x3'I nails as follows: ��G��O P R OF�ss Top chords connected as follows'2x4-1 row at 0-7-0 oc,2x6.2 rows staggered at 0-9-0 oc. Bottom chords connected as follows'2x6 3 rows staggered at 0-4-0 oc. _`G I NE Webs connected as follows.2x4-1 row at 0-9-0 oc. 1�� 4`v `� O?i 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to Q 11_...- ply connections have been provided to distribute only loads noted as(FI or(B),unless otherwise indicated. 8 022PE 4)Wind ASCE 7-16:Vult=120mph{3-second gust)Vasd=95mph'TCDL-4.2psf;BCDL=6.Opsf,h=2511;Cat II;Exp B;Enclosed; MWFRS(envelope;gable end zone.cantilever left and right exposed;end vertical left and nghl exposed;Lumber DOL=1 60 plate gnp DOL=1 60 5)TCLL ASCE 7-16.P1=25 0 psf iLum DOL=1.15 Plate DOL=1.15i;Is=1.0;Rough Cat B;Partially Exp.;Ce=1 0;Cs-1 00;Ct=1.10 N ^ A, 6)Unbalanced snow loads have been considered for this design. vA� 9 OREGON . ((/v 7)This truss has been designed for greater of min roof ve load of 18 0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other Irve loads 'pC FMBER 1\' �O 8)Provide adequate drainage to prevent water ponding. Q n Q` 9)All plates are MT20 plates unless atherw se indicated. lS A Heck 10)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 11)'This truss has been designed for a I ye load of 20 Opsf 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. EXPIRES:06/30/2023 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 350 lb uplift at pint 7. December 10,2021 13)This truss is designed In accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 ampuoupinumplompumumpumenoupopmempumiumennuompolumwropenumennuou Conl 2y 6�,fi1QmAQgee cowl perenwtnrs and READ NOTES::N THIS AND INCLUDED MITES REFERENCE PAGE MO-7e72 rev 9182020 BEFORE USE Design valid for use only web MrTeke•connectors.This design is based only upon parameters shown,and its for an Individual budding component,notMil a truss system Before use the building designer must verity the applicabiley of design parameters and properly incorporate this design into the overall building design &aurp indicated S to prevent building of aidivdual truss web and/or chord members only. Additional temporary and permanent braang MiTek is always required Ica stabdey and to prevent collapse wen possible personal injury and properlydantage.For general guidance regarding me faboraoon,storage,delvery,erection and breang of Busses and buss systems,see ANSU1PIr Oualhy Criteria.AS04Y and BCSt Building Component 250 Klug Circle t Safety Information available horn Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf,MD 20601 Corona CA 928150 Jab Truss russ Type lbty Ply I POLYGON-T MORR MH 2S TRIPLEX(A) K70614697 25118 VOt Hip Or0ar 1 3 Job Reference rcplional) Pacific lumber d truss Cc.,Beaverton,OR 9 CC Mitek 8 430 s Aug 16 2021 M'ek Industries,tic 'hu Dec 9 17 57 03 2021 Page 2 ID eM2yIQJmSvewge2uSY7 myz30cF-lyZ62kNF8Mv061R'PTZSYcyB3R6HsXBkyYVVH6byAbSE NOTES- 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2024 lb down at 0-9-4,99 lb down and 17 lb up at 2-0-0.2037 lb down 4 at 2-9-4.42 lb down and 17 lb up at 4-0-12.2154 lb down and 48 lb up at 4-9-4.42 lb down and 17 lb up at 6-0-12.4492 lb down and 628 lb up at 6-8-8,42 lb down and 17 lb up at 8-0-12,3401b down and 37 lb up at 8-9-4 42 lb down and 17 lb up at 10-0-12 638 lb down and 87 lb up at 10-9-4 and 42 lb down and 17 lb up at 10-9-4 and 99 lb down and 17 lb up at 12-9-4 on bottom chord. The design(selection of such connection device(s)is the responsibility of others LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=l 15,Plate Increase=1 15 Uniform Loads(plf) Vert:1-2=-64,2-6=64.6-8=64,1-7=20 Concentrated Loads(lb) Vert:13=99(B)11=-4492(F)9=99(B)10=-42(8)12=-42(8)15=1973(F)20=-1991(F)21=-2154(F)22=42(B)23=-42(B)24=-340(F)25=-680(F=638,8=42) wARMNG Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7173 rev 5l19!l 2IJ BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the budding designer must venry the applcablity of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or druid members only. Additional temporary and permanent bracing ek s always required Ion Stability and In prevent col/apse with possible personal injury and property damage Foe general guidance regarding the fabrication storage delivery.erection and bracing of trusses and truss systems.see ANSVTPf t Quality Criteria,058.88 and 8C5!Bonding Component 250 Klug Circle Sentry lnformatlon available Iron Truss Plate Institute.2670 Crain Highway Suite 203 Waldorf MD 20601 Corona,CA 92880 Job Truss (Truss Type Oty Ply POLYGON-T MORR MH 2S TRIPLEX(A; K10814698 25118 VYOS Roof Speaal Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co Lake Oswego OR 97035 8.430 s Aug 16 2021 M,Tek Industries.Inc Trio Dec 9 10 51 08 2021 Page 1 ID:eM2y10Jm 5vewge2uSY7_myz30cF-GXOIxxNu3Clcrthw_w7TGhr19h0ppdTVyOWXzdyAtS 1 & 3-6-12 ii-10.11 6-8-8 3-6-12 0-4-3 2-9-9 Scale 3/4-14k5 P. J 'Sea X 3 600 t2 L i i` 7 \ 7 iv 1 41, ri 7 13 14 a 1.4 NAIL[D 15x4 NAILED 334_ NAILED 5 3-6-12 6-8-8 36-12 _ 3-1-12 1 LOADING (psi) 1 TCLL 25 0 SPACING- 2-0-0 CSI DEFL. in oc) Weft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1 15 TC 0.22 Vert(LL) -0.02 7-10 >999 240 M720 220/195 TCDL 70 Lumber DOL 1 15 BC 0 26 Vert(CT) -0.02 7 10 >999 180 BCLL 0.0 • Rep Stress Ina NO WB 017 Horz(CT) 0.00 6 n/a n/a BCDL 10 0 Code IBC2018/TPI2014 Matrix-MP I Weight 27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No 1&Btr except end verticals,and 2-0-0 oc purlins:2-4. WEBS 2x4 OF Stud/Std'Except' BOT CHORD Rigid cei ing directly applied or 10-0-0 oc bracing 3-6:2x4 OF No 1&Btr REACTIONS. (size) 1=Mechanical,6=Mechanical Max Horz 1=55(LC 9) Max Uplift 1=-49(LC 10) 6=-84(LC 10) Max Gray 1=487(LC 27) 6=637(LC 27) FORCES. (lb)-Max.Comp iMax.Ten.-All forces 250(lb)or less except when shown TOP CHORD 1 2w-685177,3-6=-257/69 BOT CHORD 1-7=-74/556,6-7-79/542 WEBS 2-6n 642/92 NOTES- 1)Wind ASCE 7-16.Vul1=120mph(3-second gust;Vasd=95mph.TCDL=4 2psf•BCDL=6.Opsf.h=25ft,Cat.II,Exp B;Enclosed MWFRS(envelope)gable end zone'cantilever left and right exposed,end vertical left and right exposed,Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-16;Pf=25.0 psi(Lum DOL=1 15 Plate DOL=1 15),Is=1 0 Rough Cat B Partially Exp;Ce=1.0:Cs=1.00:Ct=1 10 3)Unbalanced snow loads have been considered forth s design 4)Provide adequate drainage to prevent water ponding 5)This truss has been desgned for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads -I' 6)'This truss has been designed for a ive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill frt between the bottom chord and an other membersY 7)Refer to girder(s)for truss to truss connections 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6 9)This truss is designed in accordance with the 2018 International Bulding Code section 2306 1 and referenced standard ANSI/TPI 1 87022P 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord 11)"NAILED"indicates 3-10d Nails(0 148'x 3") toe-nails per NOS guidelines 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loads l 263 lb down and 127 lb up at 0.1 CM 3-8-8,and 214 lb down and 79 lb up at 6-0-12 on top chord The design/selection of such connection device(s)is the responsibility of others I? SAT OREGON ry cv� 13) In the LOAD CASE(S)section loads applied to the face of the truss are noted as front(F)or back(B). 1)LODeDad A Snow(balanced):Lumber Increase=l 15 Plate ncrease=l 15 'QCS) Standard OV qeE f{ERP' Unrform Loads(pi() Vert 1-2=-64,2-3=-64 3-4=-64 5-8-20 EXPIRES:06/30/2023 December 10,2021 A WARN N:: verily design parameters and READ NOTES^N THI'AND'NCL tnEr'MITEK REFERENCE RAi..E Mli 747:rev S'9.2420 BEFORE i ISE Mil DeSign valid for use only wet MiTeke Connectors This design is based only upon parameters shown and is for an individual building component,not a boss system Before use,the building designer must verily the appiabiey Si design parameters and properly incorporate the design nto the overal budding design Bracing indicated is to prevent buckling of individual truss web and/or drord members only.Additional temporary and permanent braorg MiTek is always required for stability and to prevent Collapse web possible personal incur,and property damage For general guidance regarding the Iabncahon storage.dehvery erection and bracing o1 trusses and buss 5y51en15 see ANS/TTP/1 Qualify CrHertn,DSB-I9 end BCSI Bullding Component 250 King Glide Safety Information available horn Truss Plate Insbtule 2070 Crain Highway Suite 203 waldtd MD 204301 Corona,CA 92880 Job Truss Truss Type Oly Ply ' POLYGON-T MORR MR 2S TRIPLEX(A) K10814698 25118 W01 Roof Special Girder 11 1 !Job Referenaelopbonal) Pacific Lumber 8 Truss Co Lake Oswego,OR-97035, 8.430 s Aug 16 2021 MiTek Industries.Inc. Thu Dec 9 10:51:08 2021 Page 2 ID eM2yIQJm5vewge2uSY7_myz30cF-GXQIxxNu7CIcrLhw_w7TGhrt9h0ppdTVy0WXzdyAjS1 e LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-189 11=-159 12=8(B)13-32(B)14=-46(B) A WARNIN.. Verify design pruerneters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAr:E MS•4 t rev•.19rNld 01i ORL US_ Design vakd for use only win MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not if 1 a truss system.Before use.the building designer must verify the applicabidy of design parameters and properly incorporate this design into the peeratl building design Bracing indicated i5 to prevent budding of individual truss web and/or chord members only Additional temporary and permanent blaring A always required for slablay and to prevent colapse with possible personal injury and properly damage For general guidance regarding the fabrication storage delivery.erection and bracing of trusses and truss systems.see ANSU17.I f Quality Criteria,DSUd9 and SCSI Building Component 250 Klug Code Safety Information available horn Truss Plate Inslatte.2670 Crain Higtrway.Suite 203 Waldorf.MD 20601 Corona,CA 92860 Job Truss Truss Type Qty Ply POLYGON-T MORR MH 2S TRIPLEX{A) K10814699 25118 W02 Roof Special 1 1 Job Reference tional Pacific Lumber&Truss Co., Lake Oswego.OR-97035. 8.430 s Aug 16 2021 MITek Industries,Inc Thu Dec 9 10:51 09 2021 Page 1 ID:eM2y10Jm5vewge2uSY7 myz30cFdkzg9GOWFn1MTSVG6YeeiouOsH5KOY60eBgF5W3yAjS0 . f 5-6-12 10-15 6-8-8 1 543-12 -3' 0-9-9 Scale=1 20 2 4x8! 1.5x4 II 2 3 sac 1z ���� ..iiiiiiiiii >It a ie 10 1 8 344- 3x5 = 5 1 5-6-12 _r 88.8 , 5-6-12 t-1-t2 Plate Offsets(X. -. j1:0-2-0.Edge! LOADING (pap f SPACING- 2-0-0 f CST. DEFL. in (loc) Udell L!d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 0.51 Vert(LL) -0 10 6-9 >802 240 MT20 220/195 (Roof Snow--25.0) Lumber DOL 1 15 BC 0.36 Vert(CT) -0 16 6-9 >489 180 TCDL 7.0 Rep Stress Ina YES WB 0.06 Horz(CT) 0 00 1 n/a n/a BCLL 0.0 ' Code IBC2018/TP12014 Matrix-MP Weight 27 lb FT=20'a BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF No.1&Btr except end verticals,and 2-0-0 oc puffins 2-4 WEBS 2x4 OF No.1&BU'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 2-6:2x4 DF Stud/Std REACTIONS. {size) 1=Mechanical,6=Mechanical Max Horz 1=87(LC 13) Max Uplift 1-25(LC 14i,6-29(LC 14) Max Gray 1=412(LC 311,6=354(LC 31) FORCES. (Ib;-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown WEBS 2-6=-251/139 NOTES- 1)Wnd:ASCE 7-16;Vutl=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf BCDL=6 Opsf,h=2511;Cat.It;Exp B,Enclosed, MWFRS(envelope)gable end zone and C-C Exterior(2E)0-0-0 to 3-0-0 intenor(1)3-0-0 to 5-4-9,Exterior:2E)5-4-9 to 6-8-8 zone. cantilever left and right exposed end vertira left and right expased;C-C for members and forces&MWFRS for reactions shown; Lumber DO1=1.60 plate gnp DOL=1.60 2)TCLL ASCE 7-16;Pf=25.0 psi(Lum DOL=1 15 Plate DOL=1 15) 15=1 0',Rough Cat 8,Partially Exp;Ce=1.0;Cs=1 00 Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)Provide adequate drainage to prevent water ponding 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other ve loads. ...to PROF 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in a' areas where a rectangle 3-6-0 tall by 2-0-0 wide (.` t/ will fit between the bottom chord and any other members ��Q9't �1�G I NEFR's/Of" 7)Refer to girder(s)for truss to truss connections. i� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 b uplift at joint(s)1.6 Q. �` 9)This Truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSI/TP 1 870 PE / 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the lop and/or bottom chord N nd .7 �Aj,OREGON rid 4/ 9O ''NBER 11 t �� OS A- He04 EXPIRES:06/30/2023 December 10,2021 ( __ I A WARNING 'uenf design pa'ameters and READ NOTES ON THIS ANS.INC_CEC MiTEK REFERENCE PAGE My/a r3 rev 1415/2020 BEFORE l•SE t Design valid for use only with MiTeke connectors.This design is based only upon parameters shown.and is for an rndtvidu al building component.not a Inns system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall budding design Bracing indicated is to prevent buckling of erdrodual truss web and/or chord members only Additional temporary and permanent bracing MiTek a always required for stabildy and to prevent collpse with possible personal injury and properly damage Fdr general gudance regarding the fabrication.storage delivery.erection and bracing or cusses and truss systems,see ANSI11,11 Ouar ty CMfarra,oSB 99 and SCSI Bu/iding Component 250 Mug Cock Safely Information available horn Truss Plate Institute 2670 Clam Highway,Sune 203 Waldorf MD 20601 Corona-CA 921380 Job Truss Truss Type Oty Ply POLYGON•T.MORR MH 2S TRIPLEX(A) K10814700 25118 Y01 Caldornta Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR•97035. 8 430 s Aug 16 2021 Muck Industries,Inc. Thu Dec 9 10:61:10 2021 Page 1 �{ } ID:eM2yIOJm5vewge2uSY7 myz3ocF-DwX2McP9Xq?K4fg16L9xL6er20Y1yHVGnPK?e2WyAjS? 3-6-120-4-55 3-6-2 /11 11-4-0 3 6-12 I O 3-6-12312 4.8\Z, 4x4. Soft a 11s 4 6.00 rir 3 1111 �M 72 lea le11 13 3x8 1 4 H 43,1:',1 i ir N m.IA a --a R .III Y Ill S 14 1$ 16 : 6 log 3a4= 00= 3,a 11 s 3x4 I 3-6-12 _ 7-9-4 114-0 3-6-12 4-2-8 4- -- - -3-6-12 —I LOADING (psi) SPACING- 2-0-0 CSI DER.. in (10c) Udell Lfd PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 038 Vert(LL) -0-01 7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1 15 BC 0.08 Vert(CT) -0 01 7.8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0 00 6 n/a n/a BCLL 0.0 Code IBC20181TP12014 Matrix-MS Weight.72 lb FT=20% SCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No,1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 OF 1800E 2 1E except end verticals.and 2-0-0 oc purlins(6.0-0 max.)•2-3 WEBS 2x4 DF Stud/Sld BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=Mechanica'.6=Mechanical Max Horz 9=80(LC 7) Max Uplift 9=69(LC 10),6=71(LC 11) Max Gray 9=771(LC 30),6=771(LC 30) FORCES. (lb)-Max Comp IMax Ten -All forces 250(b)or less except when shown TOP CHORD 1-2=-659/86,2-3=-546l90,3-4=-655/89.1-9=-713/93,4-6=-711/93 BOT CHORD 7-8=-109/565 WEBS 1-8=82/622,4-7=-84/605 NOTES- 1)Wind ASCE 7-16 Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf:BCDL=6.0psf,h=25ft;Cat I Exp B.Enclosed, MWFRS(envelope)gable end zone:cantilever left and right exposed end vertical left and right exposed,Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7 16 Pf=25 0 psi(Lum DOL=1 15 Plate DOL=1 15).Is=1.0,Rough Cat B Partially Exp,Ce=1 0,Cs=1 00.Ct=1 10 3)Unbalanced snow loads have been considered for this design 4)Provide adequate drainage to prevent water ponding 5)This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads pp 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide G„ne P n OFe will lit between the bottom chord and any other members �` tN 0,5) 7)Refer to girders i for truss to truss connections. 5 `G F �/" 8)Provide mechanical connection(by others)of truss to bearing p ate capable of withstanding 100 b uplift at joint(s)9 6 1� �� O-r 9)This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSIITPI 1 [ j( �V 10)Girder caries hip end with 4-0-0 end setback. 87022PE 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top andJor bottom chord 12)Hangerisl or other connection device(s)shall be provided sufficient to support concentrated loads l 135 lb down and 51 lb up at 7-9-4,and 135'b down and 51 lb up at 3-8-8 on lop chord The design/selection of such connection device(si s the responsibility Cli of others >\ 13) In the LOAD CASE(S)section.loads applied to the face of the truss are noted as front iF or back(B'' 9 NAT OREGON rZ� �(/.v LOAD CASE(S) Standard Q 9O �M8ER ' ,' ts� 1)Dead+Snow(balanced) Lumber Increase=1.15,Plate Increase-1 15 On n�T' Uniform Loads(plf) V A. He'- Vert 1-2=-64,2-3=-94 3-4=-64 5-10--29(F=-9) Concentrated Loads ilb) Vert 2--107 3=107 EXPIRES: 06/30/2023 December 10,2021 A WARNING Leny design parameters and READ HC-F= -uDED MITEK REFERENCE PAGE Mii-7473 rev Y192020 BEFORE USE M Design valid for use only with MiTek®connectors.This design 6 based only upon parameters shown and is for an individual buikling component.not a IruSs system.Before use,the bolding designer must verify the appticabiity of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracr g M Tek is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication.storage.deivery.erection and bracing of busses and truss systems see AMSi/IPf1 Quality Criteria,OSB-ta and SCSI Building Component 25D)Clop Cude Safety Information available ham Tmss Plate Institute.2670 Crain Highway Suite 201 Waldorf.MD 20601 Corona CA 9285D Job Truss !Truss Type Qty Ply ' POLYGON-T MORR MH 2S TRIPLEX rAi K10854701 25118 ;Y02 Common 1 1 ♦ _ 1 ,Job Reference toptional' Pacirlc Lumber&Truss Co, Lake Oswego,OR 97035 8.430 s Aug 16 2021 MiTek Industries,Inc Thu Dec 9 10:51 10 2021 Page 1 ID eM2yI0Jm5vewge2uSY7_myz3OcF-DwX2McP9Xg2K4fg16L9hL6w_BV wHXYnPK7e2WyAIS? p 5-8-0 11-4-0 I 5-8-0 5-8-0 5-8-0 444 = Scale 3/8"-I- 2 600 ill IS 10 11 12 ft 30 4 3dt1 1 3 _ Hi Hi, `` iii r A 5li II lb rx -- -, n Ii_ I.a Yi 6 5 87 4 1.5x4 II 3iie— 1 544 II 54-0 1•A:i —H 5-8-0 'A D 1 LOADING (psf) SPACING• 2-0-0 CSI. DEFL. in (toe) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0 01 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0 15 Vert(CT) -0 03 5-6 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0 13 Horz(CT) 0 00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-MS Weight:59 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, SOT CHORD 2x4 DF No.1&Btr except end verticals WEBS 2x4 DF StudlStd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. [size) 7=Mechanical,5=Mechanical Max Horz 7=90(LC 11'r Max Uplift 7=-32;LC 14l,5=32(LC 15) Max Gray 7=571;LC 20;,5=571(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(b;or less except when shown TOP CHORD 1-2=-457'130,2-3=-457/130.1-7-513/159.3-5-51 311 59 WEBS 1-6=57/290.3-6=-571290 NOTES- 1)Wind ASCE 7-16;Vut1=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25f1;Cat II;Exp B;Enclosed. MWFRS(envelope)gable end zone and C-C Exterior(2E)0-2-8 to 3-2-8 Interior:1)3-2-8 to 5-8-0,Exterior(2R)5-8-0 to 8-8-0 Interior(1)8-8-0 to 11-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 2)TCLL ASCE 7 16 P1=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cal B:Partially Exp.;Ce=1.0,Cs=1.00;Ct=1 10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord we load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide nR c will fit between the bottom chord and any other members. _to r QFC ei 6)Refer to girder(s)for truss to truss connections. U 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5 �J� NG I NE`- s�0 8)This truss Is designed in accordance with the 2018 International Budding Code section 2306 1 and referenced standard ANSIfTPI 1 iS 9 2 �- 87022P N ,N i AJ•OREGON rj0 44 110 64.18ERA ' R9 NO. A. HO' EXPIRES: 06/30/2023 December 10,2021 O WARNING Verify design paiarneters and READ NOTES;N THI.,AM: Net 1.DEi MITE!(REFERENCE PA iE MItT471 rev 519/7620 BEFORE USE Design valid for use only web Weer!)connectors.This design is based only upon parameters shorn,and is for an individual building component.notMill a truss system.Before use the budding designer must verify the applicability of design parameters and properly incorporate Mrs design eta the overall budding design Bracing indicated is to prevent buckling of individual truss web ardJor chord members only Additional temporary and permanent bracing MiTek is always required for stabdny and to prevent collapse web possible personal injury and property damage Fol general guidance regarding the 1•, e� fabrication storage,delrrvery erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSBd9 and BC51 BuPding Component 250 Krug Circle Safely Information evadable horn Truss Plate Institute 2470 Crain Highway Suite 203 Waldorf MO 20601 Corona CA 92680 Job Truss Truss Type Oty Ply POLYGON-7 MORR MH 2S TRIPLEX(A) K10814702 25118 701 CALIFORNIA GIRDER 1 w 4 Job Reference i optional Pacific Lumber 4 Truss Co. Lake Oswego,OR-97035. 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10:51:12 2021 Page 1 -ID-e M 2y-10Jm 5v ewge2uSY7_myz 30cF-9JfpnI QP3RF1 Kzh Dm BPQX0Hx1B5IGS4 teU160 yAj Rz 4-6-15l 0.4 72.9.S41 3- 5-5 11a.11a.172I 122315 I1I3S&7155i 11544-32i 116-57-25l b10.1aS1D1 l 22.240..150 _22.5 13-8 1.3 22.8120-08 14 4615 Scale 1:489 0.29'= Bx10 M18SHS J SOO 1'i 8x16 M18SHS G- 2��9 fa 6x6- 4x6- 4x8- 4r6- OA- OA- 2.21- ` Islf 31 16 7 fin 8 2 10 It !! n o n 4 ��1ry 'l _Agri III• - _� �'2 " 3 - - - -- -- .a. 23 39 22 21 19 18 17 16 3S 55 14 1320 34 �a 3x12 = 3111 I 61114 - 3x4 II 8x16M185HS - 3x4 3x4 3x4= cat! - tOS 3x12= 4x8 3x4 - I 46-1S I 8-3-5 I 10.1.12 it 1.1.702.2.15i 138-15 l 15-1-2 t 16-7.2 I 19-5-11I 22-4.5 I 253-8 I 28-2-0 I 3-6-64-8-15 1.10-7 0-11-1 1-tA 1.515 1-4-3 1.515 2-10-10 2-1010 2-11-3 2-10-8 Plate Offsets(X,Y)- [1:1-0-0 0-0-15],[2:0-4-4,0-3-0],[3:0-4-8,Edgej,(4:0-10-15,Edge],[5:0-3-0,0-312],{100-3-8,0-4-0],(11:0-5-4.0-2-8),(12:1-0-0,0-0-15],[13:0-3-8,0-4-8[, (14.0-3-8,0-2-0:,09:0-8-0,0-5-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Lk! PLATES GRIP TCLL 25.0 Plate Grip D0L 1.15 TC 0.87 Vert(LL) -0.83 17-18 >407 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 1.00 Vert(CT) -1.36 17-18 >249 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.87 Horz(CT) 0.21 12 n/a n/a BCLL 0.0 Code IBC2018!TPI2014 Matrix-MS Weight;671 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.except 2-3:2x6 DF 1800F 2.1E,4-11:2x8 DF SS 2.0-0 oc purlins(4-4-9 max.):2-3,4-11 BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. VVEBS 2x4 DF Stud/Std'Except' 2-23,2-22,3-22,10-13,11-13,4-20.5-20,4-22 2x4 DF No 1&Btr REACTIONS. (size) 1=0-8-0,12=0-8-0 Max Horz 1=32(LC 11) Max Uplift 1=1197(LC 7),12=-1198(LC 11) Max Gray 1=10122(LC 46),12=97581LC 34) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=21596/2582,2-3=28417/3428.3-4=-31538/3793,4-5-54292/6545. 5-6=58496/7063,6-7=59711/7217.7-8=-56138/6799,8 9=-48216/5849, 9-10=-35543/4318,1 0-1 1=1 7872/2 1 97.11-12=20983/2562 BOT CHORD 1-23=-2333/19619,22-23-2321/19497 21-22=5833/48785,20-21=-5841/48847, 19-20=-6978/58177,18-19"-7170/59715 17-18=-7029/58469,16-17=7029/58469, 15-16=-6751/56142,14-15=-5801/48220 1314=-4271/35543,1 2-1 3-2260/1 88 1 7 WEBS 2-23=-20712042.2-22=1312/10747,3-22=1658/13992,8-16=-418/3716,9-15=-574/5063, 10-14=-786/6841,10-13=19070/2305,8-15=8641/1045,9-1 4=1 38 7 3/1 6 76, 4-21=-16481203,11-13-1060/9009,5-19=21111821,7.17=111/1021,6-19=1708/217, tttQ c J PROF 7-16=-30751369,7-18=214/1807,4-20=-1091/9039 5-20-5923/736,4-22=-26207/3194 '4\CC PROF , NOTES- S. `i" G[NEF9 /Q 1)4-ply truss to be connected together with WS6 as follows, �� 7 y-7 Top chords connected as follows 2x4-1 row at 0-9-0 oc,2x6 2 rows staggered at 0-9-0 oc 2x8-2 rows staggered at 0-9-0 oc E Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies except if noted as front(F)or back.B;face in the LOAD CASE;S)section Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. h w. 3)WInd ASCE 7-16-Vutt=120mph(3-second gust)Vasd=95mph TCDL-4.2psf,BC0L=6.0psf;h=25ft;Cal.II Exp B.Enclosed 9 N�A>,OREGON 19 l(/•v MWFRS(envelope)gable end zone,cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate tn�f- Q 4)TCLLL ASCE 7-16;Pf=25.0 put(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cal B:Partialy Exp.;Ce=1 0;Cs=1 00;Ct=1 10 �Co`•nBER �t1S,`Pk 5)Unbalanced snow loads have been considered for this design A. HEa- 6)Provide adequate drainage to prevent water Bonding 7)All plates are MT20 plates unless otherwise indicated EXPIRES:06/30/2023 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)•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 December 10,2021 will fit between the bottD•n chord and any other members A WARNING Venly dasyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M,I-7473 rev 5,192020 BF FORE USE Design valid for use only with Welt®cow neclors.This design rs based only upon parameters shown,and is for an individual braiding component.not a truss system.Before use.the budding designer must venly she applicability of design parameters and properly incorporate UM design:Ho the overall building design Bracing indicated is 10 prevent buckling al individual buss web anchor chord members only.Addrhonal temporary and permanent bonny MI el( a always required for stability and to prevent collapse with possible personal injury and property damage-For general guidance•egardirg the fabrication storage,debvery,eredon and bracing of busses and buss systems,see ANSUTPI/Quality Criteria,DS8-119 and SCSI auflding Component 250 klu0 Circle Safety Information avarabie horn Truss Plate institute,2870 Crain Highway Suite 203 Waldorf.MD 20601 Corona,CA 92880 Job Truss truss Type Oly Ply POLYGON-T MORR MN 2S TRIPLEX(A) K10814702 25118 Z01 CALIFORNIA GIRDER 1 i Job Reference;.optional) Pace l umber&Truss Co Lake Osweg, OR 37035. 8 430 s Aug 16 2021 MiTek Industries,Inc. Thu Dec 9 10 51 13 2021 Page 2 ID eM2ylQJm5vewge2uSY7_myz30cF-OVDB_eRIgtNux6ZlnTlezkYShiXKUjhE6IDIeryA(Ry NOTES, 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 tb uplift al joints)except(jtnlb)1=1197,12=1198. 11)This truss is designed n accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 12)G rder carries tie-in span;s) 22 1-0 from 0-0-0 to 7-6-0;40-7 0 from 7 6-0 to 18-2-0;22-1-0 from 18-2-0 to 28-2-0;2-10-8 from 13-2-0 to 28-2-0 13)Graphical puriln representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. 14)Hanger(s;or other connection device(s)shall be provided sufficient to support concentrated load(s)288 lb down and 37 lb up at 5-4-15.and 288 lb down and 37 lb up at 7-9-2 and 140 lb down and 18 lb up at 25-3-8 on top chord The des gm/select on of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase-1 15,Plate Increase 1 15 Uniform Loads(p8) Vert.1-2=-64,2-3=-64,3-4=-64,4-11=64 11-12=64.1-33=-446(F=-408.B=18).33-34=834;F=-796,B=18),34-35=842(F=-822) 12-35=453(F=-433) Concentrated Loads(lb) Vert:11=-140(F)29-288(F)30=-288(Fi A WAR NINVent),drasige parameters aruf READ NOTES C.IN THIS ANC iNCL.DED MITEK REFERENCE PA:EMI 7471.avS 192020 BEFORE 1E Design valitl for use only wdh MiTekO connectors.This designs based fly upon parameters shown,ands for an individual building c..arriponent not a truss system.Bolero use the budding desgner must verify the epplicabdy of design parameters and properly incorporate thn design into the overai budding deSign.Bracing indicated is la prevent Duck rig of ntlmduai truss web and/or chord members only Additional temporary and permanent Na-irq o always required for stabtdy and to prevent collapse with possible personal injury and property damage For general guidance regarding lire fabrication.storage delivery,erecbon and bracing at trusses and truss systems.see ANSI/TP-1 Quality Criteria,DSa-89 and BCSI Building Component 250/(tug Circle Safety Information evadable tram Truss Plate nsbtute,2670 Crain Highway Suite 203 YJatdod,MD 20601 Corona.CA 920E0 coo z 3 CO 13 vr �w tow cn 110 D o - D V+ :. .T � �iEi 1� Z Z� �° X m III ' T'O'1 0. 0 no 5 CO a000n-co o HH HO Z �o �.� � - b' m � w m_ Urn p7007mw. n 'n mN4� cci, j�cm O�N Q g m m'n , (p r (D O 7'�, i < m ° Z O a.m a Q' m 7 �-(D CD 7 a O „3 N 3 ....• • a a- O O x v+ 0 �A �coO`L moo am �� D _mNQ ano 2 o m � 3 � n�-i O m wn 'o 5.1. m �Q� a o 0 6, �3 N m=m 3 N w ao CD _ p� 7 7 p' O 3 O 3 7 N 7 �' !D QC 7 Q p m N 67 O-'Z 7.3 = N 7 7 o O� Z m _O.'D O 3 N 7 a, 3 N m O 7 O Z �o=�_`P ° o ao �`ocn o3 7 oa) 0 m7"A,a5 D 411 7 t7 (fl 7 m n N U (a N N to N _ 3 N �. c __ a O N ID N ow < ID 7 A O N S 7 Q 7 (70 0) M N S(0)O. Q O N H O C N � m (aa O ((D 0 Z ,(0 7 a P. O Q N 0 x 7 -, m O O ^(.0 O C K 7 `:- N CD ' N Zi m 0 r M T n m z o i D� TOP CHORD 73 Co cm mxo m uo a m �� I O m: rc ® Z b HI WO H P !4 P.n(.,a7 N a w 'N IV >WD OII o ®�;I' M • - Aaa� s mAcz ? CO �% ? cm X f7w 0_ N D N8 m m m OPco oa aNaN' N Z 41) __� 3 I o Da `" 3 m. n`3 m 7 O TO 7 R d. 0 -15 C^ ® A CD - m m TOP CHORD 4` O ,° O. .l Q, U A (J N - `L m v 01 U P W IV 7' O fa) 54 O Nj1' RjN 5 e0 2 QT i' -8 : 13 232 °G f2-C s2 Qo n da ? aZ Q3 §. aD 3 'on onS .5.m k o> m a j 8t 3 �.v 313 ,' ? j m �i 32 = ogo mo oa•K 2 01n c gm i° .2 o _ 0 0 7 3 a v _ .3 £m -V .o m 3 g= 5 3; 4. ff r�'n `$.- N a'o v0 Ncy /93'n ' °-' a. '2.Q a 2 a•Z g. -m oa <.m y av mm 3m a2Q m8 (m 0 '" 7 v, 0,,= mm a o3 0 '. H `„ a1HH m° nv-g 5^� ' o 3 as mi" ..7 m m 3' 'g ma Gi �mRgg A=Q n c gv' H 3m yt°7 n ac; 5 N H 7'a nat3 ca 0 TI YI d o 4 °''" $mom a 2 m ,n'j a- I Q Vic. d 5 �0' `O'° w 2 =8 m m a g s gm 2.2,c'_ - N 0 o 7- 'c ° o o m 2 °' 0 v, m 3 a a'n Q 3 m' a m a x$ m m c H d m -- 3 S 'a a 0 .. - g m0a �a 9 _ and o o m m n ma $m 7csi 2� a`3. moo¢ Q //�� o m M w n N m n� 3 m i. �d R g �= a d a 3 a. �c o 8' ? .R.. a= n d 54 m. O �) ,v o w•A m m m z.v gi 3 - .3' ? a g m 5 y A@ 8 @ H m I._' D"'a '< $a 9 0 m fD d.3' T o v O " amQj co 5. 2o. 13 ' g m as a 3a • . ma a„ x� -ao, a c�. -E. �z.ma 2 3 d y R 3 A " 0 '' ' j^ jK a , 3 Q. C mm' 4; m m N= gs ZC N H a 'O N S- m .g -9 N /'� 7 7 j 11 is n V �n N'O 3 ma a y y @., 01 —co d m . O p— N R l J Go ES' d 7D.m m w cd H -. 3= me mg um -Q co m 2a Qm m^ c m^� 7 Qa Fm a m g v ° a �a ' ° 03 v 9 cm �d - 3 ° ° c a} a" 3 H e o ,. m a ^R- in 3 v _`6.y .. —a 3: 0 7. N . m'a-. �'h 3 j o 2 N 2- ,o g 3 a m' m_n 0 m m vm n .a H H o 5 U • •N ° . J m 3• m O T N O' . 5. 3 r ffe CD CP