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Plans (433) /1-z5T /7-- cOJE //tiy?› se, S et 2- c-tr mit MiTek' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1702220 C7" Mission Homes MM2 OCT 9 2017 BUILD NG DP/iSION The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K3385625 thru K3385672 My license renewal date for the state of Oregon is December 31,2017. R Orz• 74 'E, 2 89200PE 9r - 41 OREGON ��Q �O qy 14 S()\0,0- MFR R 11_k- EXPIR June 30,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. r!Job I !Truss Truss Type 1Qty Ply Mission Homes MM2 I 81702220 A01 K3385625 CAL HIP 1_1L_.. ! ID:BiILaG3iC 7.640 Job pReference92015 MiTek Ind Pro-Build Beaverton Truss, Beaverton,OR 97005 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:12 2017 Page 1 V Wa397iIz2RgX-KDa601u2HSWBYetRo1 EyAViidVjLaeRkgB2Uyxz15Un 5-10-15 34-8-5-3-13 4-1-8 -10-8-�--. 5-3-13 0-1-13 0-5-6 ----5-10-I_ 14-1-8 15-10-8 r— ZB 3-0.__._.. _---{-i -8 f5-9-0 2-6 0 {..---.. s 10-1 0 3 s-31 3 i 10-8 0-1-13 Scale=1:76.9 5.00112 5x10 \\ 4x4 -- 2x4 ''i 808 2x4 � 4x4 5x10 // 3 5 4 5 6 7 8 2s >i_ . . mss..._._x x �.-_--oa ac x IX 928 ,d 10 M 111:4-1;! 19 18 17 C 24 2349 22 21 3x8 -.. 2x4 II 308 15 14 30 13 12 8x12 " 508== 7014 MT18H-- 2x4 1, 8x12 2x4 �' 7x14 MT18H -- 5x8 -- I 53-13 _1 _ 11r_9-0.... 113-55{15-126 , -. 24,E _.-. {25-9-01283-0-_} -..34-83. __..I _ 40-0-0 _.. 5-3-11 5.54__ 1.8-8__5-0_-_ 8-3-0 138 ��_ 6-5-3 5-3-13 Plate Offsets X,Y [6:0-4-0,0-4-8], --- ( )- [3:0.3-8,0-2-0] [9:0-38,0-2-0],[12.Edge,0-6-7],113:0-1-15,0-1-81,116:0-9_8,038J,[17:0-1-12,0-1-8],[19:0-2-12,0-1-8],[20:0-9-8,0-3-8], 123:0-2-8,0--11-�,j24:Edge0-6-7]___ __ LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.89 18 >531 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 • BC 0.94 [ Vert(CT) -1.34 18 >353 180 MT18H 220/195 BCLL 0.0 " . Rep Stress Incr NO WB 0.92 Horz(CT) 0.28 12 n/a n/a 1 (Matrix-M) Code IBC2015/TPI2014 Weight:706 lb FT=10% BCDL 10.0LUMB _ ER- BRACING- TOP CHORD 2x4 DF No.1&Btr G'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3-6,6-9:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G'Except" 2-2-0 oc bracing:18-19,17-18. 20-23,4-22,8-14,13-16,3-20,9-16:2x4 DF No.1&Btr G 2-24,10-12:2x6 DF No.2 REACTIONS. (lb/size) 24=3279/0-5-8,12=3289/0.5-8 Max Horz 24=-26(LC 11) Max Uplift24=-525(LC 6),12=-518(LC 7) Max Gray 24=3674(LC 28),12=3684(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-7522/1023,3-25=-16365/2230,25-26=-16365/2230,4-26=-16365/2230, 4-5=-19399/2579,5-6=-19399/2579,6-7=-19441/2555,7-8=-19441/2555, 8-27=-16444/2184,27-28=-16444/2184,9-28=-16444/2184,9-10=-7538/1013, 2-24=-3552/560,10-12=-3558/556 BOT CHORD 23-24=-123/788,23-29=-199/1496,22-29=-199/1496,14-30=-196/1502,13-30=-196/1502, 12-13=-95/795,19-20=-2225/16852,18-19=-2622/20142,17-18=-2622/20142, 16-17=-2179/16933 WEBS 3-23=-1026/330,20-23=-719/5567,4-20=-2061/428,14-16=0/286,8-16=-2040/441, Q`ED pRpFF S 13-16=-715/5577,9-13=-1041/321,2-23=-856/6226,10-13=-850/6235,4-19=-315/2819, s 9-16=6-19=-1265/9831,5-19=-729/196 22/227, /195, 17=-776/254,8-17=-341/2775,3-20=-1305/9765, ��\Co NG[NEF9 i NOTES- 89200PE 9r 1)3-ply truss to be connected together with 10d(0.120"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. ;��. Bottom chords connected as follows:2x4-1 row 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 y OREGON 1(7 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. GA_ /O 4)- 14 2�\� k 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS � l P (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 MFR �R � 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 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 braang of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 , IJob Truss TrrussType Qty Ply Mission Homes MM2 --- - - ---- ---- - K3385625 B1702220 A01 KCAL HIP ,1 `•• ;Job Reference(pptionall.._—_. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun Jun 30 11:20:12 2017 Page 2 I D:BilLaG3iCvrJwMV Wa397ilz2RgX-KDa601u2HS WBYe1Ro1 EyAViidVjLaeRkgB2Uyxz15Un NOTES- 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)24=525,12=518. 13)Girder carries hip end with 6-0-0 end setback. 14)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)362 lb down and 136 lb up at 34-6-7,and 362 lb down and 136 lb up at 5-5-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,3-25=64,25-28=-121,9-28=-64,9-10=-64,10-11=-64,21-24=-38(F=-18),12-15=-38(F=-18),16-20=-38(F=-18) Concentrated Loads(Ib) Vert:3=-288 9=-288 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use onlywith MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 a truss system.Before use,the budding designer must verify the applicability 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 bradng 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 truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. li Corona,CA 92880 r Job t Truss 1Truss Type Qty Ply Mission Homes MM2 i K3385626 81702220 A02 CAL HIP 1 1 I. _-._..1 -_._- - ---__. :JobReferencoptional). Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:14 2017 Page 1 I D:Bil LaG3iCvrJwMV Wa397iIz2RgX-HbisORwl p3mvnySgvSGQFwn?WISB2c21 HVXbOpz15U1 5-10-15 7-5-9 34-1-1 36-0.0 -1-10.8 4-0-0 61:55:99,71: 43- 1133,{- 11-9-0 I 15-10-8 {__ 24-1-8 25-9-0_I 28-3-0t___—32-6-7 32-t{-3 34 7 I 4000 j41-10-8 i 1-10-8 4-0-0 4-3-7 4-1-8 8-3-0 '1-7-8 2-6-0 4-3-7 0-1-13 0.5-6 4-0-0 1-10-8 0-5-6 0-1-13 1-4-13 1-5-9 Scale=1:76.9 10x1010x10 5.00 1 4x6 4x4 8x8 -= 4x4_-- 4x6 -- 3x6 p 5 31 6 7 8 32 9 10 33 m as _.__nn. ca _.._ m CK _-ffi sc.. _x a4.. 11 4 2 41 29 3 ..1` �I � I_� 3x6 12 M J �_ __ _-..____-._ - 13 q m o lam.. "' ---- 3 I 1.9 _ �` _ —moi, ro,p 22 21 20 = 0 0 28 27 26 25 17 16 15 14 24 4x6 4x8 4x6 :- 18 10x10% 5x8 8x12 -- 9x16 MT18H - 2x4 II 8x12-- 5x8 10x10 2x4 9x16 MT18H-- , _-..40-0 1_-7-113-_-.: 11-9-4__._..t13,5-8;15-10-8 24-1-8 __._-__25,9--0 28-3-0 x.._..._3243.. : 36-0,0_._I__.40-0-0 i -- ----_. 4-0,8----- -3-3-13_----- 4-5-3_. 1 . 2-5-0 8-3-0 1-7-8 2-6-0---- 4-5-3__---.._ 3-3-13 4-00 Plate Offsets(X Y) 14;0-4-4,0-3-01,17:0 0,_0.-4 81,110:0-4-4,0 3-0],[14_0-4�g Edge]115_0-3-9,0-1-12],[19:0-104,0-5-0],123:0-10-4,0-5.0],[27:0-3-90-1-12].[28:0-4-5 Edael LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.93 21 >509 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -1.31 21 >363 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.35 14 n/a n/a BCLL 0.0 ' Code IBC2015T1712014 (Matrix-M) Weight:255 lb FT=10% BCDL 10.0 ' LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except 7-10,4-7:2x6 DF 2250F 1.7E end verticals,and 2-0-0 oc purlins(2-7-3 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 19-23:2x6 DF 2250F 1.7E WEBS 2x4 DF Std G"Except" MiTek recommends that Stabilizers and required croosss bracing be installed during truss erection,in accordance with Stabilizer 23-26,5-25,9-17,16-19,4-23,10-19,2-27,12-15:2x4 DF No.1&Btr G Installation guide. 2-28,12-14:2x6 DF No.2 REACTIONS. (lb/size) 28=2239/0-5-8,14=2245/0-5-8 Max Hors 28=38(LC 10) Max Uplift28=-416(LC 6),14=-413(LC 7) Max Gray 28=2474(LC 28),14=2480(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-29=-4359/643,3-29=-4323/653,3-4=-5039/792,10-11=-5049/786,11-12=-4370/647, 2-28=2391/429,12-14=-2397/425,4-30=-8851/1395,5-30=8851/1395, 5-31=-10127/1602,6-31=-10127/1602,6-7=-10623/1682,7-8=-10623/1682, 8-32=-10142/1592,9-32=10142/1592,9-33=-8883/1375,10-33=-8883/1375 BOT CHORD 27-28=-182/405,26-27=-564/3981,25-26=-53/357,16-17=-52/359,15-16=-547/3991, 14-15=-182/405,22-23=-1326/8965,21-22=-1515/10127,20-21=-1504/10142, 19-20=-1304/8998 WEBS 4-26=-1132/232,23-26=-644/4530,5-23=-1322/288,9-19=-1311/295,16-19=-635/4539, ii1/4Ep P R QfiF 10-16=-1142/225,5-22=230/1393,7-21=-559/159,6-21=-177/594,8-20=-917/225, .<GG[NE (S�/ 8-21=-189/575,9-20=-241/1374,4-23=-727/4719,10-19=-712/4745,6-22=-927/219, \� �N FR 0 3-26=135/872,3-27=-559/139,2-27=-574/3618,11-16=-135/871,11-15=-557/140, 2 12-15=-568/3628 �� ti. 89200PE NOTES- 1)Wind:ASCE 7-10;Vult=l2Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS j� i (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 er •• 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 - Q 3)Unbalanced snow loads have been considered for this design. 174, 2!OREGON R C[/ 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs /O '9 k 4 Z'').\ P+ non-concurrent with other live loads. r 5)Provide adequate drainage to prevent water ponding. C R R I LA- 6)All plates are MT20 plates unless otherwise indicated. 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 will EXPIRES: 12/31/2017 fit between the bottom chord and any other members. Continued on page 2 June 30,2017 1I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 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 ��e a truss system.Before use,the building designer must verify the applicability 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 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 truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job i Truss Truss Type Qty Ply Mission Homes MM2 K3385626 61702220 A02 CAL HIP 1 1 Job Reference(optional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:14 2017 Page 2 I D:BiILaG3iCvrJwMV Wa397iIz2RgX-HbisQRwl p3mvnySgvSGQFwn?WISB2c21 HVXbOpz15U1 NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)28=416,14=413. 11)Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)121 lb down and 45 lb up at 32-0-0,and 121 lb down and 45 lb up at 8-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 16)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 Uniform Loads(pit) Vert:1-2=-64,2-4=-64,10-12=-64,12-13=-64,24-28=-20,14-18=-20,19-23=-20,4-30=-64,5-9=-96(B=-32),10-33=-64 Concentrated Loads(Ib) Vert:30=-96 33=-96 Trapezoidal Loads(plf) Vert:30=-64-to-5=-94,9=-94-to-33=-64 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 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 building designer must verify the applicability of design parameters and properly incorporate this design into the overall I • building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M{TAK• 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job 1 Truss Truss Type rOty 1Ply Mission Homes MM2 K3385627 B1702220 .A03 CAL HIP 1 1 Pro-Build Beaverton Truss, I Beaverton,OR 97005 015 MiTek Industries,Inc. Fri Jun 30 11:20:16 2017 Page 1 ID:BilLaG3iCvrJwMVW 397s Sep 29 ilz2 gX D gcr7xYLgOd1FbD1sIuKLtOp6BFWR5JkpOi5 5Uj 5-10-15 7-5-9 34-1-1 36-0-0 1-108_4__ 4-0-0 I5-5-9 L -_ 43- 11331: 11-9-0 15-10-8 t_- 241-8 __. __-I25-9-0 I 28-3-0 32-6-7. 32-B-3 34{6.7 40-0-0 141-10-8 1 1-10-8 4-0-0159 4-3-7 -- 4-1-8 8-3-0 1-7-8 2-6-0 4-3-7 0-1213 0-5-6 -4-0-0 -1-10-8 ' 0-5-6 0-1-13 1-4-13 1-5-9 Scale=1:76.9 5.00 112 8x12 12 8x12 5 4x6 - 4x4 8x8- 4x4- 4x6 4 5 6 36 7 8 9 37 10 • 11 3x4% 32 • 3__- X_ _-as x_. as Oa < 2< X _, _X >a_ 33 3x4 , 13 d 2 2 31' }-_.. _. \• r 34 14 m v1 Z �.: _\.•fir_ .• - j. ' 24 23 22 _-- .. 30 29 28 27 26 4x6 - 4x8 -- 4x6 - 20 19 18 17 16 8x8 5x6 -- 8x12 9x12 MT18H - 2x4 8x12 5x6 -_ 8x8 Q 2x4 9x12 MT18H-- 40-0 j 7-3-13_ 1 115-0._.. 13-5-8.{05-10-8 {_..__ .._2418 _.__ .128-9-4. 28-34-..+... 32-83... l_..36-0.0 i_-_ 40-94___..; 4-04 13 __. 4-5-3 1-8-8. 2-5-0___.... 5-3-0 jq-8 24=0_ A-54 _._3-3-13 , 3 Plate Plate OffsetWX Y) _14:0 6 15 0-1-12]18.0-4-0,0-4 8],[11:0-6-15,0-1-12],116:0-3-8,0-2-01.117:0,2-0.0-24],[21:0-7-12,0-5-0],[25:0-7-12,0-5-0],129:0,2-0.0-2-41130:0,3-8.0-2-01_- TOL DING(psf) 5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.77 23 >613 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -1.11 23 >427 180 1 MT18H 220/195 BCLL 0.0 * Rep Stress Inr YES WB 1.00 Horz(CT) 0.30 16 n/a n/a Code IBC2015/TPI2014Matrix-M BCDL 10.0 ( ) Weight:261 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except 8-11,4-8:2x6 DF 2250F 1.7E end verticals,and 2-0-0 oc purlins(2-11-10 max.):4-11. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 21-25:2x6 DF 2250F 1.7E WEBS 1 Row at midpt 10-19 WEBS 2x4 DF Std G`Except MiTek recommends that Stabilizers and required cross bracing ' 25-28,18-21,4-25,11-21,2-29,14-17:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer 2-30,14-16:2x6 DF No.2 Installation guide. REACTIONS. (lb/size) 30=1980/0-5-8,16=1985/0-5-8 Max Holz 30=55(LC 16) Max Uplift30=-254(LC 8),16=-251(LC 9) Max Gray 30=2302(LC 31),16=2307(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-31=-3776/729,3-31=-3766/738,3-32=-4361/935,4-32=-4328/940,11-33=-4338/934, 13-33=-4371/929,13-34=-3777/732,14-34=-3787/722,2-30=-2227/554,14-16=-2233/550, 4-35=-7559/1539,6-35=-7559/1539,6-36=-8548/1537,7-36=-8548/1537, 7-8=-8949/1564,8-9=-8949/1564,9-37=-8563/1528,10-37=8563/1528, 10-38=-7591/1520,11-38=-7591/1520 BOT CHORD 29-30=-125/359,28-29=-577/3444,17-18=-571/3454,16-17=-125/359,24-25=-1267/7638, 23-24=-1250/8548,22-23=-1241/8563,21-22=-1248/7670 WEBS 9-2381151 461,10-22=-1115, 6/1073,4-25=-536/3964,11-21=-521/3989,80,9-22=-714/137,7 24=-724/13999, ,..N G P�Qc0-61 s/O 3-28=-225/759,3-29=-473/152,2-29=-656/3121,13-18=-225/758,13-17=-471/153, ,1, , /7,-___ 14-17=-651/3131 cc 89200PE NOTES- 1)Wind:ASCE 7-10;Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ... ��.• (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 5-8-0,Exterior(2)5-8-0 to 9-10-15,Interior(1)11-9-0 to 28-3-0,Exterior(2)30-1-1 to 41-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and Cr forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - OREGON lV 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 GAO -1Y 14 2�\� 'F� 3)Unbalanced snow loads have been considered for this design. �Q. A- 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs FR R I L\- non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. EXPIRES: 12/31/2017 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M16E. 7473 rev.10/03/2015 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 �I,, a truss system.Before use,the building designer must verify 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 chord members only.Additional temporary and permanent bracing MiTek' liTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Duality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I Job r ,Truss Truss Type !.Qty Ply Mission Homes MM2 K3385627 B1702220 A03 CAL HIP 1 1 Job Reference(optional J Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:16 2017 Page 2 ID:BiILaG3iCvrJwMV Wa397ilz2RgX-D_gcr7xYLgOd1 FbD1 sluKLtOp6BFWR5JkpOi5iz15Uj 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. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)30=254,16=251. 11)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. • 1' A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek0i connectors.This design is based onlyupon parameters shown,and is for an individual building component,not MTe I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional 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 truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job , iTruss Truss Type ;Qty rPly ii Mission Homes MM2 81702220 A04 1CAL HIP 1 1 K3385628! Job Reference(pp-tion f_ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:18 2017 Page 1 I D:Bi I LaG3iCvrJwM V Wa397ilz2RgX-9NyNGozptl G KGZI b8HLM PmyiAwuo_SdcC7Vp9az15U h 6-0-0 11-9-0 28-8-3 34-6-7 5-5-9 5415 151-33.-1133 11 15-7-14 24-4-2 -__ 5-9d 28-3-0 28x6,7 31-0-0 3�4 1 40-0.0 141_10.0 110-8 _---- 58-9 _-_- 0.1'-Y3 ----3-10-14 --- ---- 8-8-3 td-14{ 2-6-0 0-&7 ---- 5-33 0-1'-1' 5-5-9 1-10-8 0-1-1 0-3-7 0-1-13 0-5-6 Scale=1:76.9 5x12 2x4 5x12 404 =_- 4x4-_ 5.00 12 4 4 >0 0 > 535 36_ as x -� 8 37 7 _-.. >0 3.8 3x6 3x6 30 , 31 wi r; 29 9 v1 v 28 '1!1 27rk 2 or. —__- _.. - __ _._- ---.. -. �- 32 1033 �f. .°.- -- -__ . _._ —aa�ft_. �,` II iia? 19 17 2x4 II := 0 0 22 21 20 488 -- 15 14 13 12 10x10 % 8x12 '- 2x4 11 2x4 1 2x4 I' 8x12 - 10x10 8x12 '- 8x12 204 I'' 2x4 1' 12-10-8 111589 26-4-0 28-8-3 _- 6-0--00....... 15J-33. 0 7'-'9. 7 Z-14 +... __-- 2493 _ 11!4-!1-P1 5-9-0 I 128-3-0 _I r4-0-0..._ 40),CL{- - 1 0.7 2-28 8-8-3 1-0-14 1-11-00-5-3 5-313 - 8-0-0 0-3-7 0-7-0 1-1-8 Plate Offsets(X Y_a- 112:0-478_, :E7c eJ j16:0-4-1Z,0-2-4118:0-4-1 -4[22:0-4-8 Edgel,[23:0-2-4,0-1=0-3,125:0-2-4,0-1-0J _ LTCLL OADING(psf)5.0 ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.47 17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.68 16-17 >695 180 Rep Stress Incr BCLL 10.0 ' Code IBC2015/TPI20104 Matri 0.55 Horz(CT) 0.21 12 n/a n/a Weight:255 lb FT=10% BCDL ( ) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-8:2x6 DF 2250F 1.7E 2-0-0 oc purlins(3-5-10 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 16-18:2x6 DF 2250F 1.7E WEBS 1 Row at midpt 5-18,7-16 WEBS 2x4 DF Std G'Except' MiTek recommends that Stabilizers and required cross bracing 4-20,8-14,2-21,10-13,23-24,25-26,18-21,13-16:2x4 DF No.1&Btr G r be installed during truss erection,in accordance with Stabilizer 2-22,10-12:2x6 DF No.2 installation guide. REACTIONS. (lb/size) 22=2469/0-5-8,12=2474/0-5-8 Max Horz 22=-62(LC 13) Max Uplift22=-538(LC 12),12=-535(LC 13) Max Grav22=2756(LC 31),12=2762(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-28=-4662/1026,28-29=4624/1027,3-29=-4577/1042,3-30=-5527/1294, 4-30=-5512/1307,8-31=-5533/1294,9-31=-5548/1281,9-32=-4633/1037, 10-32=-4670/1021,2-22=-2671/656,10-12=-2674/654,4-34=-5175/1255, 5-34=-5193/1256,5-35=-6949/1606,35-36=-6949/1606,6-36=-6949/1606, 6-37=-6949/1606,37-38=6949/1606,7-38=-6949/1606,7-39=-5212/1244, 8-39=-5195/1243 BOT CHORD 21-22=-165/674,20-21=-42/257,13-14=-39/262,12-13=-107/679,17-18=-1370/6495, 16-17=-1359/6505 WEBS 4-18=-285/1701,8-16=-280/1710,5-18=-1896/485,6-17=-717/245,5-17=-141/645, <(' (.9.0 PR��FSd' 7-17=-150/630,7-16=-1882/494,3-18=-222/927,3-21=-783/275,2-21=-889/3642, �Gj %:#9.:24.010N0Epk..E6,.: /p29-16=-215/940,9-13=-792/269,10-13=-887/3644,18-21=-859/3999,13-16=-814/4002 ��NOTES- 9t'1)Wnd:ASCE 7-10;Vult=12omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 7-0-14,Exterior(2)7-0-14 to 11-3-12,Interior(1) 15-7-14 to 24-4-2,Exterior(2)28-8-4 to 41-10-8 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)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 -374. ,,ff�OREGON Da 1(/ 3)Unbalanced snow loads have been considered for this design. /O '7,9 y 14 Z°N1?- 4 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. MFR R 10, 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 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: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 1 Not a truss system.Before use,the building designer must verify the applicability 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 bradng 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 of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Mission Homes MM2 B1702220 A04 CAL HIP 1 1 IJob Reference(optional) K3385628 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:18 2017 Page 2 ID:BilLaG3iCvrJwMV Wa397ilz2RgX-9NyNGozptIGKGZIb8HLM PmyiAwuo_SdcC7Vp9azl5Uh NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)22=538,12=535. 10)Girder carries tie-in spans of 4-0-0 from front girder and 4-0-0 from back girder. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)250 lb down and 103 lb up at 28-0-0,and 250 lb down and 103 lb up at 12-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 15)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 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,8-10=-64,10-11=-64,19-22=-20,12-15=-20,16-18=-20,4-34=-64,35-38=-128(8=-64),8-39=-64 Concentrated Loads(Ib) Vert:34=-192 39=-192 Trapezoidal Loads(plf) Vert:34=-96-to-35=-128,38=-128-to-39=-96 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 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 1111" a truss system.Before use,the building designer must verify the applicability 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 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 braang of trusses and truss systems,see ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss rTruss Type -_ 1 YP Qty Ply Mission Homes MM2 K3385629 B1702220 A05 CAL HIP 1 1 Job Reference(optional) 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 3011:20:20 2017 Page 1 ID:BilLaG3iCvrJwMVWa397ilz2RgX-5137hU_3PvW2Wtv_GiNgUB12sjcsSlnvn4 vETz15Uf 6-0-0 11-9-0 284-3 348-7 �15 y�{ 15-7-14 _24-4-2 259-0_ 28-3-0 28', 7 34-0-0 34-1 40-0-0541-10-6 .11108 0-8 1 58-9 5458 -_-...53-13 P7"1 3-10-14 - 8-8-3 _. ,1-0-14• 26-0 0-3-7 53-13 0 -1 55-9 i_411-11043., 110-8 0-1-1 0-3-7 0-1-13 0-58 Scale=1:76.9 5x10% 10 5x10 5 2x4 'i 5.00 12 4 4x4 --' 7 4x4= 9 33 ' - 3% __30 _. 30 >X x mss...._ _X4 3x4% 38 39 2' Pl2 42 3x4 V. 3 32 t 1 ro r n m 0 31 35 v' 0I q 292 1 o. -_ __ -_. .o _ —. 00 11 19 2x4 24 23 22 21 16 15 14 4x8 17 10x10 5x16 --- 2x4 II 2x4 . 2x4 II 5x16 -.- 10x10 8x12 =. 8x12 2x4 11 2x4 1' 12-10.8 6-0-0111--9-0 26-0-0 288-3 1-.._ 6-0-0.- _.- .....753-13—__.-..0-1'-'1g 0-'7-0122-6 _ 8-8-3 __.. 'd99 t-_�_2-11-0Ob-3 5-33 �.. ..840-0-'0-.-.. 0-3-7 0-7-0 1-1 Plate Offsets(X Y_)- j14:0-4-8 Edge] [15:0 -1-81,418:0-4-12,0-4-01,1a0:0-4-12,0-4-01.123:0-5-0.0-1-81 J24 0-4-8 Eddge1425:0-2-4.0-1 0],127;0-2-4 0-1-0] ----_ 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 0.61 Vert(LL) -0.35 19 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.54 18-19 >886 180 BCLTCDL L 0.0 "7.0 Rep Stress lncr YES 1 WB 0.83 Horz(CT) 0.17 14 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:261 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-9:2x6 DF 2250F 1.7E 2-0-0 oc purlins(4-1-15 max.):4-9. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 18-20:2x6 DF 2250F 1.7E _ ers ri. -r ci MiTek recommends thaatt Stabilizers and required cross bracing WEBS 2x4 DF Std G"Except* be installed during truss erection,in accordance with Stabilizer 4-22,9-16,2-23,12-15,25-26,27-28,20-23,15-18:2x4 DF No.1&Btr G 1 Installation guide. 2-24,12-14:2x6 DF No.2 REACTIONS. (lb/size) 24=1995/0-5-8,14=2000/0-5-8 Max Horz 24=77(LC 16) Max Uplift24=-233(LC 12),14=-230(LC 13) Max Grav24=2625(LC 31),14=2631(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-30=-4434/826,30-31=-4397/827,3-31=-4298/840,3-32=-4662/1078,32-33=-4645/1090, 4-33=-4456/1095,9-34=-4478/1082,11-34=-4683/1077,11-35=-4306/835, 35-36=-4405/822,12-36=-4442/821,2-24=-2543/567,12-14=-2546/565,4-38=-4278/1185, 6-38=-4282/1184,6-39=-5091/1305,7-39=-5091/1305,7-40=-5091/1305, 40-41=-5091/1305,8-41=-5091/1305,8-42=-4302/1172,9-42=-4298/1173 BOT CHORD 23-24=-110/679,14-15=-38/685,19-20=-1040/4769,18-19=-1034/4779 WEBS 4-20=-109/1252,9-18=-103/1261,6-20=-1298/255,7-19=-443/98,6-19=-85/521, 2 04, 18-1-98==-99/9566/674,08-,118 81198-196/640,11$ 15-727/225,12-15693/3306,=2-07-1273/23613,72/3-2736=6-69 0-232637/3766695 8635/3769 \�'<<'�NG N4, 6> s/0 NOTES- �C? * 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS CC :9200PE 1-- (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 9-8-0,Exterior(2)9-8-0 to 13-10-15,Interior(1) 15-7-14 to 24-4-2,Exterior(2)26-1-1 to 41-10-8 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 4 111111 . 3)Unbalanced snow loads have been considered for this design. • St- 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs - OREGON lV non-concurrent with other live loads. �/Q�•9 y 14 20'`D` 4� 5)Provide adequate drainage to prevent water ponding. �Q 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MFR RI 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 will fit between the bottom chord and any other members. 0 8)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES' 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/01/2015 BEFORE 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 1 a truss system.Before use,the building designer must verify the applicability 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 lilt 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 truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 1 250 Klug Circle I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 , Ji. t Job t Truss Truss Type Qty Ply Mission Homes MM2 K3385629I iB1702220 A05 I CAL HIP i1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:20 2017 Page 2 ID:BilLaG3iCvrJwMVWa397ilz2RgX-5137hU_3PvW2Wtv_GiNgUB12sjcsSlnvfR vETz15Uf NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)24=233,14=230. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 1111. a truss system.Before use,the building designer must verify the applicability 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 MITeI• 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 SPI Job , Truss Truss Type Qty y Mission Homes MM2 170 220 BPro�Bui d Beaverton Truss, A06 Beaverton,OR 87005 ICAC HIP 1 61 ;Job Reference(optiona0 K3385630! I 40 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:21 2017 Page 1 ID:BiI LaG3iCvrJwMV Wa397ilz2RgX-aydVuq?hADev71 UApQu310a917tJBl_2u5jTmvzl5Ue 15-10.15 26-1-1 1-10-8 8-0-0 13-10-15 15-3-13, 20-OA 24-1-1 2 8-� 32-0-0 40-0-0__ ____,4,,,:::1108_1 - - __.... 8 0 0-_._. --_.t_- ... 5-10-15 --�1-4-13� } 41-1 .—.+ 4 1 1 0 7 3 f_._. 5-10.15 .—. }---_—. 8-0.0 1-1 0-7-3 1-4-13 Scale=1:74.3 5x8 4x8 zz 5x8 4 1.. 2 ,x,._5 224 .25 6 26 5.00 F12 0 -_. 3x4 5 2U 27 3x4 3 7 xo n- r n' 19 8 r �- 29 172 18 -• Ifs 1 61 OA. _ _ - _T-.:.p ___.- - —. _. _ i --_ - __.....1.1..3 r 830 1' bit __ .1 9 o 16 15 14 13 12 11 10 10x10% 4x8 = 3x8 5x8-= 3x8 4x8=- 10x10 C I D-0-0 I 15-3-1 - 1 20-0-6 24-8,3 f 3�-0-0 40-0-0 ; 8-0-0_.._.. 7-3-13 4-8-3 4-8-3 -_. --__ 7-3-13 _-..... 8-0-0 Plate Offsets_(X.Y)-- 110_0-4 8,0-3-� f11:0-3-9_,0-1-81,113:0-4-0 0_3-4],[15:0-3-9,0-1-8],V 5.:_0-4-8,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc I/dell Ud PLATES GRIP TCLL 25.0 ( ) (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.31 13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.62 Vert(CT) -0.46 14-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.14 10 n/a n/a Code IBC2015/TP12014Matrix-S BCDL 10.0 ( ) Weight:230 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Excepts TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-6:2x6 DF No.2 2-0-0 oc purlins(4-0-8 max.):4-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row midpt 3-14,7-12 2-16,8-10:2x8 DF SS,2-15,8-11:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required crossss bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 16=2178/0-5-8,10=2178/0-5-8 Max Horz 16=-84(LC 13) Max Upliift16=-418(LC 12),10=-418(LC 13) Max Gray 16=2702(LC 31),10=2702(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-4781/794,18-19=-4747/794,3-19=-4604/816,3-20=-3958/868,4-20=-3797/882, 4-21=-3499/852,21-22=-3503/854,22-23=-3508/853,5-23=-3508/853,5-24=-3508/853, 24-25=-3508/853,25-26=-3503/854,6-26=-3499/852,6-27=3797/882,7-27=-3958/868, 7-28=-4604/816,28-29=4747/794,8-29=4781/794,2-16=-2610/547,8-10=-2610/547 BOT CHORD 15-16=-212/1104,14-15=-690/4257,13-14=-694/3681,12-13=-694/3681, 11-12=-628/4257,10-11=-137/1104 WEBS 3-14=-847/113,4-14=-91/787,5-14=-676/220,5-12=-676/220,6-12=90/787, 7-12=847/112,2-15=-667/3162,8-11=-667/3162 g: " NOTES-1)Wad:ASCE 7-10;Vult=120mph(3-second gust)Vasd95mph;TCDL4.2psf;BCDL=6.0psf;h25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 11-0-14,Exterior(2)11-0-14 to 15-3-12,Interior(1)19-6-11to 20-5-5,Exterior(2)24-8to41-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for 9200 P E -4 r" members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 410P, .... 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 2.00 times flat roof load of 25.0 psf on overhangs w �, non concurrent with other live loads. -y OREGON X44 5)Provide adequate drainage to prevent water ponding. L y, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /O '4 'Z().\14 '� —F 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 will / _'44' %?'‘'''fit between the bottom chord and any other members. FJi R'IA- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)16=418, 10=ata. EXPIRES: 12/31/2017 JO)Girder ocarries ptie-in spans of 4-0-0 from front girder and 4-0-0 from back girder. June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.101032015 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 Mu a truss system.Before use,the building designer must verify the applicability 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 bradng 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 truss systems,see ANSIITPiI Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 [Job , i;Truss Truss Type Qty Ply Mission Homes MM2 li K3385630!. 1B1702220 A06 CAL HIP 1 1 [Job Reference optional)_—_._. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:22 2017 Page 2 ID:Bi1LaG3iCvrJwM V Wa397iIz2RgX-28Bu6A0JxWmmIA3MN7PIac6KmXDYwCEC71T01Mz15Ud NOTES- 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. 12)Graphical puffin 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)250 lb down and 103 lb up at 24-0-0,and 250 lb down and 103 lb up at 16-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-21=-64,6-26=-64,6-8=-64,8-9=-64,10-16=-20 Concentrated Loads(Ib) Vert:21=-192 26=-192 Trapezoidal Loads(plf) Vert:21=96-to-5=-128,5=-128-to-26=-96 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2016 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 building designer must verify the applicability 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 bradng MITA k• 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss i Truss Type Qty 'Ply 1 Mission Homes MM2 81702220 A07 COMMON 11- 7.640 J Job Reference 2015 MiTek Industries,Inc. Fri Jun 30 11:20:23 20173 1 Pro-Build Beaverton Truss, Beaverton,OR 97005Page I D:BiI LaG3iCvrJwMV Wa397ilz2RgX-WKIGJ W1 xiqudNKezxrwX6pfd1 xWAfeDLLPCarozl5Uc ,_- - 2304-_{ 27—.20_ -i -._-._334-0 -.__4_..... 40-0-0 -_-_.4110-81 �-- . 6-8-0 .-_ 12-]44 _ ]740 _. 244Q_ 1-10-8 6-8-0 6-2-0 4-2-0 3-0-0 3-0-0 4-2-0 6-2-0 6-8-0 1-10-8 Scale=1:74.3 5.00 12 4x6% 4x6 6 7 8 9 3x6 -%3x45----27 x63x5%27 t' -._.- 28 1U 3x6 426 11 29 4x6% 4x6 3 1p oc 6x8 =- II 6x8 25 30 2m' -/ -__. __. _. 22 - 24 [`3 _ ____ __. \`�13 o�'r Q11 -.-.- - - -. -.-. _._'-15 14114 21 20 31 32 1933 185x8 34 17 35 36 16 3x4-= 3x4 3x8= 5x6-= 3x8 -' l ..0-04 . 8-0-0 3-0-0 3-0-0 019-0 --. .- _...._.4Q0-0 ----_. 1 9-0.0- 8-0-0 9-0-0 -Plate Offsets(X Y)-12222??_Edge,0-2-01,L113 Eddge.O-2 Oa,j18_0-3 0 0-3-0J_ LOADING(psf)5 O SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 2 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.62 16-17 >762 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.78 16-17 >607 180 Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 15 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) l Weight:232 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-21,13-15,6-9:2x6 DF No.2,6-19,9-17:2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-21,12-15 JOINTS 1 Brace at Jt(s):24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. , REACTIONS. (lb/size) 21=1762/0-5-8,15=1762/0-5-8 Max Horz 21=102(LC 12) Max Uplift21=-66(LC 12),15=-66(LC 13) Max Gray 21=1773(LC 19),15=1773(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2928/41,4-26=-2812/46,5-26=-2780/51,5-27=-2295/43,6-27=-2274/55, 9-28=-2274/55,10-28=-2295/43,10-29=-2780/51,11-29=-2812/46,11-12=-2928/41, 2-21=-328/219,13-15=-328/219 BOT CHORD 20-21=-53/2733,20-31=0/2388,31-32=0/2388,19-32=0/2388,19-33=0/2048, 18-33=0/2048,18-34=0/2048,17-34=0/2048,17-35=0/2388,35-36=0/2388,16-36=0/2388, 15-16=0/2733 WEBS 10-17=-703/196,10-16=-71/440,5-19=-703/195,5-20=-71/440,3-21=3061/0, 12-15=-3061/0,19-22=0/692,6-22=0/703,17-23=0/692,9-23=0/703,6-9=2064/97, t`�EO P Rio: 22-24=-415/447,23-24=-415/447,19-24=-463/445,17-24=-463/445 �\�'� �NG�NEAR on NOTES- �9 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS 89200PE r- (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 13-8-0,Exterior(2)13-8-0 to 17-10-15,Interior(1) 26-4-0 to 38-10-8 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 j� -' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ;� �r 3)Unbalanced snow loads have been considered for this design. y OREGON !(/ 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs G 4 non-concurrent with other live loads. ' '9 Y 20 D‘ - - 5)200.OIb AC unit load placed on the bottom chord,20-0-0 from left end,supported at two points,5-0-0 apart. Q/�j 14 �Q 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -'F/?R I IA- 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 will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12/31/2017 ntPlnuer�on rovid mepachan'ge I connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,15. June 30,2017 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 1111. a truss system.Before use,the building designer must verify the applicability 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 ' MiTek 1 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 1, r Job r Truss 1-Truss Type qty Ply Mission Homes MM2 I 1702220 BPro-Bui d Beaverton Truss,,A07 Beaverton,OR 97005 7.640 s jI COMMON ndustries,Inc. Fri Jun 30 11:20:23 2017 1 i Job Reference1 p 29 2015 MiTek( p - - - K3385631 l 1 ID:BilLaG3iCvrJwMVWz2W a397 RgX- KGJIW1xqudNKeZxrwX6pfdlxWAfeDLLPCar z15e 2 Uc NOTES- 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mack®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 applicability 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 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 truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component I 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss I Truss Type Qty Ply Mission Homes MM2 r 1, K3385632 81702220 IA08 COMMON 3 1 I II � -- - f Job Referenc (optionalZ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:24 2017 Page 1 I D:Bi l LaG3iCvrJwM V Wa397ilz2 R gX-_WJeXs2aS8OU_UCI VYSmf1 Cn5KtTO6nVa3y7N Ez15Ub 1-110-@1__-_. _-..5z&i __------f -- -.12-10-0___.- I17-0-0 + 20-44._._+._23-0-0.. ,... 27-2-0 i 33-A-0_ _._I__-------9444 ___._ `4-104 1-10-8 6-8-0 6-2-0 4-2-0 3-0-0 3-0-0 4-2-0 6-2-0 6-8-0 1-10-8 Scale=1:71.9 5x6-- 5.00 12 7 4x6% 0 4x6 !. ..8 3x4 ' 3x4 i 0 x 27 3x6% _—_- 21--- 3x6 5 26 3x6 I I 9 10 s..a to 4x8% 4x8 3 11 871" 1 25 � 22 - 24 8x812 8x8 �� 28 2 12 Y 1 ,� `r 13 Y x8 2x4-- - ---. _. 20 19 29 30 1831 17 3216 33 34 15 14 3x4 3x4 -_ 3x8=h 5x6 -= 3x8 h-_. __.. 9-0-0 _....__... I __.._ 17-04 _ {..20-0-0 1 23-0-0 1 ......3104 -- ------ _. . 4040-._ I -..__ 9-0-0 _._____--__--_-___--_-84-0-_._. -__._._3-0-0 3-0-0 8 _.._.._.... __. _...949. Plate OffsetsIX,Y)--_12:0-34,0-6-0]112:0-3-4,0-6-01,117:0-3-0,0- T LOADING(psf) T DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 SPACING- 2-0-0 CSI. (Roof Snow=25.0) Plate GripDOL 1.15 1 TC 0.40 Vert(LL) -0.50 18-19 >943 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.66 Vert(CT) -0.67 18-19 >709 180 Rep Stress Incr YES WB 0.83 Horz(CT) 0.14 14 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix) i Weight:240 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G'Except° BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-20,12-14,6-8:2x6 DF No.2,6-18,8-16:2x4 DF No.1&Bir G WEBS 1 Row at midpt 3-20,11-14 JOINTS 1 Brace at Jt(s):21,24 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide I REACTIONS. (lb/size) 20=1895/0-5-8,14=1895/0-5-8 Max Horz 20=114(LC 12) Max Uplift20=-106(LC 12),14=-106(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-3188/58,4-5=-3072/76,5-26=-2618/50,6-26=-2607/62,6-7=459/96,7-8=459/96, 8-27=-2607/62,9-27=-2618/50,9-10=-3072/76,10-11=-3188/58,2-20=-330/219, 12-14=-330/219 BOT CHORD 19-20=-142/2962,19-29=0/2666,29-30=0/2666,18-30=0/2666,18-31=0/2333, 17-31=0/2333,17-32=0/2333,16-32=0/2333,16-33=0/2666,33-34=0/2666,15-34=0/2666, 14-15=27/2962 WEBS 9-16=-684/207,9-15=-57/394,5-18=-684/207,5-19=-57/394,3-20=-3317/27, 11-14=-3317/27,18-22=0/666,6-22=0/678,16-23=0/666,8-23=0/678,6-21=-1985/12, 8-21=-1985/12,22-24=-290/327,23-24=-290/327,18-24=-321/331,16-24=321/331 <�RED PRope, NGINEF � NOTES- V,�� 9 02 1)Wind:ASCE 7-10;Vuit=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS GV -9 (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 16-10-4,Exterior(2)16-10-4 to 20-0-0,Interior(1) 89200PE 23-1-13 to 38-10-8 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 _ / i./� 3)Unbalanced snow loads have been considered for this design. ,_00<9. �� ,e _r This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs -y ,�"OREGON 4/4 non-concurrent with other live loads. L- -.4/ 2-°\I �� 5)200.OIb AC unit load placed on the bottom chord,20-0-0 from left end,supported at two points,5-0-0 apart. /Q '9Y 14 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. RP 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 will MER R I O- fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=106, EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 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 ��p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Ibuilding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Niel( 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle I, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I Job t Truss ITruss Type YP Qty Ply Mission Homes MM2 81702220 A08 ICOMMON 3 Job Reference(option g Pro-Build Beaverton Truss, Beaverton,OR 97005 7640 al s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:24 2017 Pae 2 ID:BiILaG3iCvrJwMV Wa397iIz2RgX-_WJeXs2aS80U_UCIVYSmf1 Cn5KtTO6nVa3y7NEz15Ub NOTES- 10)"Fix heels only Member end fixity model was used in the analysis and design of this truss. 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 NI � a truss system.Before use,the building designer must verify the applicability 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 MITBks li 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component II 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Truss [Truss Type Qty Ply Mission Homes MM2 K3385633 b 1B1702220 IIA10 (CALIFORNIA i1 1 _._..__ -._-.. Job Reference optional) —_-_ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:26 2017 Page 1 I D:Bil LaG3iCvrJwM V Wa397iIz2RgX-wvQ0yX3q_IHCEoM8czUEkSH2b8brsl eo2NRER7z15UZ 1_-1-10-8;. 7-0-2 I 13-9-10 _-_14§10 204-41 25-752624_ _. 32-.1144. 40-0-0 ,41108 1-10-8 7-0-2 6-9-7 0-8- 5-6-0 5-7-1 0-7-. 6-9-7 7-0-2 1-10-8 Scale=1:74.3 6x8 2x4 6x8 5 '---- 4 '�N _ >x 23_.2x64 6 24>,5 x_-lir 5.00 12 21 27 304 3x4 3 8 n! 20 rb 2 ioI 19 29 9 , 17 16 15 31 14 32 13 12 11 8x12% 4x8 3x4 = 5x8 -- 3x4 -- 4x8 8x12 I _ 7-0,2 _.__- __I. 13-9-14. f__ __.__20-0 I 26:2-6 _.._. I _...... 32-J114-_.- -_I._._ 40-0-0 I ___--- --- -- 74-2.. _----------6-9-7 6. 6-2-6--- ---._.6-93- _._-.7-0-2 _Plate Offsets(X,Y)-- 14_0-4-00-1--12],17:0-4-0,0-1-12],[1.1:0-5-0 0-2-0],[12:0-3-9,0,1-5j,[14:0-4-0,0-3-0L j16.0-3-9,0-1-81,[17:0-5-0 0-2-0] 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 0.66 Vert(LL) -0.25 14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.38 14-15 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.68 11 Horz(CT) 0.12 11 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-S) Weight:225 lb FT=10% BCDL _ 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr C*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-7:2x6 DF No.2 2-0-0 oc purlins(4-2-10 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 4-14,7-14 2-17,9-11:2x6 OF No.2,2-16,9-12:2x4 DF No.1&Btr GMii Tek recommends that Stabilizers and required cross bracing II be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 11=1852/0-5-8,17=1855/0-5-8 Max Horz 17=92(LC 12) Max Upliftl 1=-217(LC 13),17=-226(LC 12) Max Gray 11=2406(LC 31),17=2389(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-4115/459,19-20=-4077/460,3-20=-3953/479,3-21=-3439/525,4-21=-3292/536, 4-22=-3116/592,22-23=3116/592,6-23=-3116/592,6-24=-3116/592,24-25=-3116/592, 25-26=-3116/592,7-26=3116/592,7-27=-3208/517,8-27=-3353/504,8-28=-3789/475, 28-29=-4007/456,949=-4044/455,2-17=-2305/389,9-11=-2321/385 BOT CHORD 16-17=-149/880,15-16=387/3660,15-31=-374/3061,14-31=-374/3061,14-32=-289/2975, 13-32=-289/2975,12-13=-322/3597,11-12=-60/787 WEBS 3-15=-658/125,4-15=0/435,4-14=-96/586,6-14=-734/156,7-14=-123/622,7-13=0/447, 8-13=-683/136,2-16=-405/2789,9-12=409/2820 X90 P R OFFS, NOTES- Co G[NE kv, 1)Wnd:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �\ !GN E9 �2 (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 10-8-5,Exterior(2)10-8-5 to 14-11-4,Interior(1) IL 18-2-5 to 21-9-11,Exterior(2)26-0-10 to 41-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for 89200PE 9re members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 / %. 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 2.00 times flat roof load of 25.0 psf on overhangs tn non-concurrent with other live loads. A_OREGON lVc 5)Provide adequate drainage to prevent water ponding. L 4„ )_ ,�tx 11A. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <O 14 14 20 Q'T 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 will A I fit between the bottom chord and any other members,with BCDL=10.0psf. MFR R I Uk' 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=217, 17=226. EXPIRES: 12/3112017 Continued on page 2 June 30,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 bradng is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSIITPtI Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job Truss (Truss Type K3385633 yp ',Oty Ply Mission Homes MM2 B1702220 A10 i CALIFORNIA �1 1 --------- __-_.- --__.... _..-_ - - 1-.____._ Job Referencefoptional) _. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:26 2017 Page 2 ID:BilLaG3iCvrJwM V Wa397iIz2RgX-wvQOyX3q_IHCEoM8czUEkSH2b8brsl eo2NRER7z15UZ NOTES- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)103 lb down and 50 lb up at 25-5-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-5=-64,4-7=-64,7-9=64,9-10=-64,11-17=20 Concentrated Loads(Ib) Vert:26=-53 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 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 building designer must verify the applicability 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 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 truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job r ITruss [Truss Type j Qty Ply Mission 1-lomes MM2 K33856341 81702220 All CALIFORNIA 1 1 ID:BiILaG3iCvrJwMVWa39TIz2R X 29 20151 j Job Reference d Beaverton Truss, Beaverton,OR 97005 4 -- Jun30 11:20:28 2017_41-10-8 Pro-Buil-1-0-8 7-0 2-._.. 16 9-19 17 0-8- 0-0- _.6-7-11 47--� 6-9-7 4-- _..X0040 41;-8, 5 0-8 Scale=1:74.3 6x8 22 5 2x4 II 8 296x8 5.00 112 4 6 21 � _.. >0 m _ > D 44. 30 II- Pi 24 25 J 1 26 27 28 3x4 3x4 C 1 j3 9 20 31 2 1932 X11 L.- _:- • _----- 4. _ --- -10 /� it 111- 18 17 16 33 15 34 14 13 2 ; - 10x10 % 5x8 -- 3x4 6x8 --- 3x4 - 5x8= 10x10 1,02 -__. I ____ 13- t0 --_.1- 20-0-0 1-_.. _76-2-6 I--.__ 32-1114_ f-. _ _449-0 i - _7-0-2 -7_ 62-6 - --_ _. _62-6 __ _..___ 6-9-7 7-0-2. Plate Offsets(X Y)-- j4:0-4-0,0-1-121 j7 0-4-0,0 1 12][12_0-4-8 EdgeL 113:0-3-9,0-2-01,115:0-4-0,0, 117:0-3-9 0-2-0Lt18,0-44 Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.33 15 >999 240 MT20 220/195 (Roof TCDLSnow 25.)0 Lumber DOL 1.15 BC 0.63 Vert(CT) -0.47 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:231 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-7:2x6 DF No.2 2-0-0 oc purlins(3-8-7 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G`Except' WEBS 1 Row at midpt 4-15,7-15 2-18,10-12:2x6 DF No.2,2-17,10-13:2x4 DF No.1&Btr G i recommends that z u r o cross bradng MiTek recommends that Stabilizers and required bracing be installed during truss erection,in accordance with Stabilizer installation guide REACTIONS. (lb/size) 12=1953/0-5-8,18=1953/0-5-8 Max Horz 18=-93(LC 13) Max Uplift 12=-246(LC 13),18=-246(LC 12) Max Gray 12=2660(LC 31),18=2660(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-4821/857,19-20=-4799/857,3-20=-4581/877,3-21=-4265/996,4-21=-4016/1001, 4-23=-4026/1207,23-24=-4026/1207,24-25=-4026/1207,6-25=-4026/1207, 6-26=-4026/1207,26-27=-4026/1207,27-28=-4026/1207,7-28=-4026/1207, 7-30=-4016/1001,9-30=-4265/996,9-31=-4581/877,31-32=-4799/857,10-32=4821/857, 2-18=-2572/575,10-12=-2572/575 BOT CHORD 17-18=-158/974,16-17=-688/4322,16-33=-754/3838,15-33=-754/3838,15-34=-754/3838, 14-34=-754/3838,13-14=-688/4322,12-13=-75/974 WEBS 3-16=530/111,4-16=0/381,4-15=-135/705,6-15=-770/268,7-15=-135/705,7-14=0/381, ��E� PRQFFss 9-14=-530/111,2-17=-695/3359,10-13=-695/3359 NOTES- ,5 NCjINEF9 �o 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS w,�� (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 12-2-0,Exterior(2)12-2-0 to 16-4-15,Interior(1) :9200PE 9r 18-2-5 to 21-9-11,Exterior(2)23-7-1 to 41-10-8 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 IP `� - 3)Unbalanced snow loads have been considered for this design. Sr10 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs12_ OREGON X44/ non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 'O 11' i4 2P1 P-t: 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 in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will /21R R LL fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=246, EXPI RES: 12/31/2017 Connued o tn page 2 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 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 I. Design a truss system.Before use,the building designer must verify the applicability 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 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 truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job i Truss 'Truss Type yp Qty Ply Mission Homes MM2 K3385634 ,B1702220 All CALIFORNIA 1 1 Job Reference Loptional) , — -� �- --�- -- —--- — - --- -- ID:BilLaG3iCvrJwMVWa397ilz2RgXs�lY9 D54 2015 TWMXwT5ek VVVVk0WiptMNGyGuKzW4VhwKW?es,Inc. Fri Jun 30 11:20:28 2017 15UX Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s NOTES- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%d"gypsum sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 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 truss systems,see ANSU1PIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 pob Truss Truss Type Qty Ply Mission Homes MM2 K3385635 B1702220 i Al2 COMMON 1 1 - — Job Reference(optional) I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 5 Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:30 2017 Page 1 ID:BilLaG3iCvrJwM V Wa397iIz2RgX-pggvnv6K2_ndiPgvrpYAul SpGlvLonDNz?PRauz15UV -1-10,8 -_5-8-0. _..i 12-10-0 _-. I - 17-0-0 I 20-0-0 -23.0-0-.-I. 27-2-0 1 33-4-0 1 _ 40-.0-0 _-___p1-10-81 1-10-8 6-8-0 6-2-0 4-2-0 3-0-0 3-0-0 4-2-0 6-2-0 6-8-0 1-10-8 Scale=1:74.3 5.00 4x6% 4x6 6 7 8 9 - 1 3x6 3x4 27 _--_.-__-------__.- •- 28 3x4 26 5 ill 10 29 3x6 4 11 '.,� sr 4x6% 4x6 3 12 C 6x8 -- 6x8 _ 2� 24 . 1 22 2 u. x11 -I. / 3013 14':or 3x8 -o 21 20 31 32 1933 185x8 34 17 35 36 16 1b 3x4-- 3x8 = 5x6-... 3x8 -_-- 3x4 =- I , 17-0-9 - I 9-0-0 8 0 0 3-00 _23-40 } _..._-.. a194-. _.-.-.. -... 409-0_ ...3-0-0. - _ _8-0-0 _.... 9-0-0 Plate_Offsets(X,Y)-- j2;Edge,0-2-0],113:Edge,0-2 0],J10;0,3-0,0,3-0] 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) -0.66 16-17 >722 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.82 16-17 >580 180 TCDL 7.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.13 15 n/a n/a BCLL 0.0' Code IBC2015/TPI2014 (Matrix) Weight:234 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-21,13-15,6-9:2x6 DF No.2,6-19,9-17:2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-21,12-15 JOINTS 1 Brace at Jt(s):24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer • InstallationuQ ide REACTIONS. (lb/size) 21=1794/0-5-8,15=1794/0-5-8 Max Horz 21=105(LC 12) Max Uplift2l=-73(LC 12),15=-73(LC 13) Max Gray 21=1799(LC 19),15=1799(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2988/85,4-26=-2881/89,5-26=-2846/95,5-27=-2373/92,6-27=-2284/104, 9-28=-2284/104,10-28=-2373/92,10-29=-2846/95,11-29=-2881/89,11-12=-2988/85, 2-21=-328/219,13-15=-328/219 BOT CHORD 20-21=-69/2786,20-31=0/2445,31-32=0/2445,19-32=0/2445,19-33=0/2121, 18-33=0/2121,18-34=0/2121,17-34=0/2121,17-35=0/2445,35-36=0/2445,16-36=0/2445, 15-16=0/2786 WEBS 10-17=-669/191,10-16=-72/439,5-19=-669/191,5-20=-71/439,3-21=-3120/0, 12-15=-3120/0,22-24=-441/474,23-24=-441/474,19-24=-487/476,/100,7 24=487476/710,6-9=-2141/158, \Ca \AGP E �so NOTES- �� 2.9 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 89200PE 1 (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 14-2-0,Exterior(2)14-2-0 to 18-4-15,Interior(1) 25-10-0 to 38-10-8 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) 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 • Q 3)Unbalanced snow loads have been considered for this design. OREGON "A/ 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs L ALJ Ix 1ic non-concurrent with other live loads. i6 -9�' 14 2-°.‘ Q 5)200.0Ib AC unit load placed on the bottom chord,20-0-0 from left end,supported at two points,5-0-0 apart. /1,, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R R I O_ 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 will fit between the bottom chord and any other members,with BCDL=10.0psf. g8)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12/31/2017 Cgrovideon page iiia1 connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,15. June 30,2017 t ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based onlyupon parameters shown,and is for an individual building component,not MIR a truss system.Before use,the building designer must verify the applicability 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 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 truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job r [Truss Truss Type Qty Ply Mission Homes MM2 K3385635 81702220 I[Al2 COMMON 1 1 _._.- --- -- ---— f t _.._.__ __-_- -_ -... _.I.- _.._ _ Job Reference(optional). Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:30 2017 Page 2 ID:BilLaG3iCvrJwM V Wa397ilz2RgX-pggvnv6K2_ndiPgvrpYAulSpGlvLonDNz?PRauz15UV NOTES- 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. ,„. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 MIe a truss system.Before use,the building designer must verify the applicability 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 braang 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 braang of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job Truss Truss Type lOty Ply Mission Homes MM2 K3385636 B1702220 1AG (CAL HIP 1 Job ReferenceAciptionai Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:32 2017 Page 1 ID:Bi ILaG3iCvrJwMVWa397ilz2RgX-13ogCb8babl LyjgHzDbejX3fZbWGhxgQluYfnz15UT 12-4-15 28-2-6 -1-10-8 - _-5-2-0 .. 8313 + 11-8-10 11_�£- 14-9-12 15�4�0 -.-- 23-10-12 27-7-1 28 31-6-3_... I 34-10.0 { 40-0-0__--_-_,1..-1100-8-8, 1-108 S2-0 33-13 33-13 0-1-�13 2-413 08< 8-6-12 38-5 4 3-3-13 3-3-13 5-2-0 1-10.8 0-5-9 0-1-13 Scale=1:78.7 2x4 11 2x4 5x8 5x16% 6 g2x4 '' 4x4='= 9x12 MT18H J 5.00 112 5 9 10 11 3x4 , -_� x. < _0< >tc -xi. - �, 3x4 �•� �:1t 4 30 31 �1 13 1 1 4x8 4x8 3x4 3 14 0 3x4 C 3x4 G 29 �'N., `. 3x4 33 r ut 2$ . 15 °vhf/. 1 � _ § \ rn 8x12 27 26 25 24 23 22 21 20 19 18 17 7x14 MT18H 2x4 i'. 4x4= 9x12 MT18H 4x12 11 4x8 -- 7x14 MT18H= 7x14 MT18H 2x4 HGUS28-2 4x6 - 12x12 4x4 -. HGUS28-2 1 520 --_f 6-5-13_. 11-9-10.11_-1_1411 _15-4-0 I 2310-12 {.._._28-2-6_ ;25-8-01 31§n3.�__.34-10-0...i 90.7070 5-2-0 3313 3-3-13_.8-1-13 3-4-10 ---____-_54-12.-___ — 4-3-101-5-10 1-10-3 3-3-13 _-..- 5-2-0 Plate Offsets(X Y1j2;0-0-0 0-4-4],13 0-1-0 0-2-01,j14:0-1-4,0-1- 1,j19:0-5-6 0-0-x,120_0-6-0,0-6-4],(21:0-2-4,0-2-0]124:0-6-4,0-2-01 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.38 23-24 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert CT -0.64 23-24 >743 180 MT18H 220/195 BCD LLTCL 0.0 *7.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.19 15 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) ', Weight:598 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins,except 5-12:2x6 DF 2250F 1.7E 2-0-0 oc purlins(5-0-7 max.):5-12. BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 19-22,22-25:2x8 DF SS WEBS 2x4 DF Std G*Except* 9-24,10-23,11-21:2x4 DF No.1&BtrG SLIDER Left 2x4 DF Std-G 5-4-15,Right 2x4 DF Std-G 5-4-15 REACTIONS. (lb/size) 2=6062/0-5-8,15=6660/0-5-8 Max Horz 2=125(LC 10) Max Uplift2=-802(LC 10),15=-976(LC 11) Max Gray 2=6481(LC 30),15=7084(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-29=-13062/1563,3-29=-12873/1572,3-4=-13181/1675,4-5=-13477/1787, 5-7=-12476/1700,7-9=-12476/1700,9-10=-15177/2141,10-30=-15177/2141, 30-31=-15177/2141,31-32=-15177/2141,11-32=-15177/2141,11-12=-14207/2032, 12-13=-14564/2109,13-14=-14402/2053,14-33=-14144/1944,15-33=-14166/1927 BOT CHORD 2-27=-1458/11503,26-27=-1458/11503,25-26=-1527/12120,24-25=-2031/15458, 23-24=-2031/15462,22-23=-1840/14166,21-22=-1840/14166,20-21=-1595/12118, 19-20=-1770/13237,18-19=-1775/13256,17-18=-1665/12479,15-17=-1665/12479 98/5077, 0, /4284, /121, WEBS 91221=62543/403911523—269/fi7717,13-1867854/136,14-18 8182/1243,4-26=666/944, ��E GPNE Opp 3-26=-156/1045,4-25=-178/1132,12-21=-449/3475,12-20=-553/3979,13-20=-69/677 ��\Co �N �R 0� 1)NOTP truss to be connected together with 10d(0.131"x3")nails as follows: 89200 P E 9r Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc. i Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-3 rows staggered at 0-2-0 oc. /I. 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 OREGON Cr connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. - "� �, �� 3)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS /O q y 14 2p'� (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 A-4) RP- TCLL:ASCE 7-10;Pf=25.0psf(flat roof snow);Category II;Exp = 't'/ C 9 ry B;Fully Exp.;Ct-1.1 FR R I LV. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrenti w th other live loads. EXPIRES: 12/31/2017 7)Provide adequate drainage to prevent water ponding. Continued on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 1111. a truss system.Before use,the building designer must verify the applicability 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 ony.Additional temporary and permanent bracing MiTeke 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 ANSIfTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1, Job Truss Truss T --_.-_ Qty Ply 1 Mission Homes MM2 -- I B1702220 AG K3385636 CAL HIP 1 i. —_ ----. ..----- --. I i _... 1- Job Reference( . Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries, -- --_ :.. P -- 11 Inc. Fri Jun 30 11:20:3:3 2 2017 Page 2 ID BilLaG3iCvrJwMVWa397i1z2RgX-13ogCb8bab1LyjgHzDbejX3fZbWGhxgQIuyfnz15UT NOTES- 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=802,15=976. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie HGUS28-2(36-10d Girder,12-10d Truss)or equivalent at 15-4-0 from the left end to connect truss(es)to front face of bottom chord. 16)Use Simpson Strong-Tie HGUS28-2(36-10d Girder,6-10d Truss)or equivalent at 29-8-0 from the left end to connect truss(es)to front face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-6=-64,6-8=-114,7-12=-64,12-16=64,2-15=-20 Concentrated Loads(Ib) Vert:24=-5300(F)20=-3800(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 rev.10/03/2015 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 wit a truss system.Before use,the building designer must verify the applicability 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 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 braang of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Type 'Mission Homes MM2 Qty Ply --- . B1702220 AHRs DIAGONAL HIP GIRDER 2 1 t K3385637 _-_ --__— _— -- - —.-----. __---- i.. -.. ---- .JobReference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:32 2017 Page 1 ID:BiILaG3iCvrJwMV Wa397ilz2RgX-13ogCb8bab1 LyjgHzDbejXA2ZmeGupgQluYfnzl SUT i -3-2-0 _. _423 __. 11-4-5_.._- .. 1—.11-5-2 __.1 _._14--t j 17-1-0 {__1$10-15_. 1 22-8-14 1.._256-11_-.i 20,1-14 i 3-2-0 4-2-3 4-2-2 3-0-13 2-9-15 2-9-15 2-9-15 2-9-15 2-9-15 2-7-1 Scale=1:60.2 3.54 112 11 10 9 i. o I 3x6 G 8 14 7 I 6 -' 5 tI o -. 3x4% 4 O 3x4% R 3x4 3 3x4-- 3x6 VI 2 13 . 1 d 1 12 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). - .4-2,0 j._ _-45 _.---i 4-2-3 -22 -Plate Offsets(X Yy- j2:0-2.0,0-1-81_ TCLL OADING(psf) 5 0 SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.04 2-3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.04 2-3 >999 180 • BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:58 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)12=0-7-6. (Ib)- Max Horz 12=127(LC 8) Max Uplift All uplift 100 lb or less at joint(s)3,4,5,7,8,9,10,12 Max Gray All reactions 250 lb or less at joint(s)3,4,5,7,8,9 except 10=282(LC 18),12=263(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-263/178 NOTES- 1)Wind:ASCE 7-10;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 Comer(3)-3-2-0 to 1-0-15,Exterior(2)1-0-15 to 28-1-14 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ��0 P R QF�(� of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8,9,10. <G, fJ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5,7,8,9,10,12. \�� NGI NEF9 s/0 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8,9,10. N 2 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� 9 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. 89200 P E The building designer shall verify that this parameter fits with the intended use of this component. 4141,400r.4101.. , OREGON ,t, /O q k 14 14°N P�' MFR RIO- ‘ ' EXPIRES: Il t- EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekt connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent,not Mu a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design n 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 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 truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job 1-Truss -1TrussType Oty ;Ply Mission Homes MM2 [B1702220 B01 HIP GIRDER I1 7.640 111 K3385638 age 1 ID:BilLaG3iCvrJwMVWa39 iIz2RgX-DFM2Qx9DLv9CZtOUnWx6tWw4FCzwS Aegryd5BD017 1 US Pro-Build Beaverton Truss, Beaverton,OR 97005 1__. -1-10-8 -__.- _-... 5-10-15. _----- -___ i.. IS-4.._-._:. 911_ __..-- 1.50 16-144_ j 1-10-8 5-10-15 1-7-5 1-6-13 5-10-15 _--- ----I- 1-10-8 Scale=1:33.0 5x10 3x4 5x10 5.00 112 3 .. '-. __-4 1. 5 3x6 i ;`1. _. I_ --- --_-_ �'_ 3x6 ' 3x6 i • d �, el"' 3x6 SU rnl 0 111 H 2 11 6 1 rirljoi 8 ` 12 10 12x12 -------- `� 7 i'.,�. - 12X12— to =I I 5x8 = ' 2.50112 5x8 0.218 61_8__ 1 8-10 _ 1 149-8 _ 15-0-0 _5-11-0 -._ 2-9,0 _- -- - 5-11-0 0-'248 Plate Offsets(X Y)-- f2:0-1-3,0-1-101,13:0-4-12,0-2-8],[5:0-41Z,0-2-81,16:0-1-3,0-1-A,j8:0 6-0.0-5-8J,19:0-64,0-5-8] TOL DING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.14 9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.22 8-9 >802 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.15 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:90 lb FT=10% LUMBER- - -- - - __ -_-- - BRACING- TOP CHORD 2x4 DF No.1&Btr G''Excepr TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins,except 3-5:2x6 DF No.2 2-0-0 oc purlins(2-10-2 max.):3-5. BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek 2x6 DF No.2 ie WEBS 2x4 DF Std G iTrecommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 DF No.1&Btr-G 5-4-5,Right 2x4 DF No.1&Btr-G 5-4-5 Installation guide. j REACTIONS. (lb/size) 2=1481/0-3-0,6=1484/0-3-0 Max Horz 2=-41(LC 15) Max Uplift2=-214(LC 10),6=-214(LC 11) Max Gray 2=1682(LC 29),6=1686(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=4257/507,3-11=-4224/522,5-6=-4271/525,3-13=-5120/611,13-14=5087/606, 414=5081/606,4-15=-5093/610,15-16=-5100/610,5-16=-5133/614 BOT CHORD 2-9=458/3833,8-9=-619/5398,6-8=-439/3846 WEBS 3-9=-171/1787,5-8=-172/1787,4-9=-418/115,4-8=-407/109 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.14E0 P R AFF 3)Unbalanced snow loads have been considered for this design. [N4-3) s 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs GJ C? /O� non-concurrent with other live loads. ��\ N 5)Provide adequate drainage to prevent water ponding. Q :9200P E 9r 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.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. AO. . . 8)A plate rating reduction of 20%has been applied for the green lumber members. a� 9)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • Sr- capacity of bearing surface. y OREGON 1V 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=214, G/ � �� -9 O 6=214. O 14 `L �Q4 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. MFR R I `' 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)605 lb down and 90 lb up at 5-10-15,and 605 lb down and 90 lb up at 9-1-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES' 12/31/2017 Continued on page 2 June 30,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 MT a truss system.Before use,the building designer must verify the applicability 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 bradng 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 of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 JobTruss Truss Type Qty IPly Mission Homes MM2 K3385638 B1702220 B01 HIP GIRDER 1 l 1 . -._-i _.__. Job Reference(optionap_ — - ---- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:33 2017 Page 2 ID:BilLaG3iCvrJwMV Wa397iIz2RgX-DFM2Qx9DLv9CZtOUVVx6tVVw4FCzwS?Aegfyd5BDz15US NOTES- 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 15)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 Uniform Loads(plf) Veil:1-3=-64,5-7=-64,2-9=-20,8-9=-38(F=-18),6-8=-20,3-13=-64,13-16=-129(F=-65),5-16=-64 Concentrated Loads(Ib) Veil:13=-605(F)16=-605(F) 1111A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 I a truss system.Before use,the building 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 truss web and/or chord members only.Additional temporary and permanent bracing IMiTek` 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 1 250 Klug Circle Safety Information available born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss I Truss Type _--- Qty Ply I Mission Homes MM2 ---- ----- ---- -- -- K3385639 61702220 I B02 SCISSORS 1 I1 I..- -- --.. I _.__.Job References Bonk. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:34 2017 Page 1 ID:BilLaG3iCvrJwMV Wa397ilz2RgX-hSvQdG9r6CH3BOzg4ed638cU4MNXklOztcNfjfz15UR _.-..._ - __.. . _-SJ-8._-_ i -_-. - _._.- ----. .._14-9-$.. . -- f----_ 10-60. 1 7-3-8 7-6-0 1-10-8 Scale=1:27.8 4x4 3 5.00[12 10 I 3x4 i 9 2 4 3x4 N 8 d 3x4 n' 3x4 e i 1 1 7 Atli 11 5x6 I I 5 0 n IN V .v• 1 o 2.50 R2 5x6 " 5x6 II I__ --- _— 7-341 -_ --- - ---.. __.I. --_. -- ]7_4-_3-8 e _-. 11-.9r8 - Plate Offsets(X 1) 11:0-1-14 a2_5j,j5_0-2a 0-4 91,17:0-3-8.0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.04 1-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.08 1-7 >999 180 TCDL 7.0 Rep Stress Incl YES WB 0.27 Horz(CT) 0.03 5 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix BCDL 10.0 ) 1 Weight:71 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G - MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 3-11-0,Right 2x4 DF Std-G 4-0-2 I; be installed during truss erection,in accordance with Stabilizer L Installation guide. REACTIONS. (lb/size) 1=605/0-3-0,5=748/0-3-0 Max Holz 1=-61(LC 13) Max Uplift1=58(LC 12),5=102(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=1311/132,2-8=-1216/143,2-9=-1181/143,3-9=-1160/150,3-10=-1160/154, 4-10=1173/148,4-11=-1225/138,5-11=-1314/136 BOT CHORD 1-7=55/1108,5-7=-53/1107 WEBS 3-7=0/611 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-1-2 to 3-1-2,Interior(1)3-1-2 to 4-3-8,Exterior(2)4-3-8 to 7-3-8,Interior(1)10-3-8 to 13-8-0 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��t0 P R open 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �\c �N 3I NEt- 6> non-concurrent with other live loads. 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tV .9 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 Q 89200 P E c fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. AP�i16! 8)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. + Sr 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=1b) -9G4 OREGON �1(/ 5=102. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. <0 14 2P\ -}- 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPi t. /�,c �jP The building designer shall verify that this parameter fits with the intended use of this component. `jq R 0_-. EXPIRES: 12/31/2017 June 30,2017 11 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 rev.10/03/2015 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 building designer must verify the applicability 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 bradng iY�\/1Tek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle ISafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job i Truss Truss Type IQty Ply I Mission Homes MM2 i B1702220 'IBO2A SCISSORS 1 1 K3385640 Job ReferencejgptionW)-_-.-__. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:34 2017 Page 1 I D:Bi I LaG3iCvrJwM V Wa397i Iz2RgX-hSvQdG9r6CH3BOzg4ed638cU VM Nrkl l ztcNfjfzl5U R r.._.. -1-10-8 f _- I-S-Q_ __.. t- --- _-----------15-0-4... -- ---f—_ 18-14$ -._.-i 1-10-8 7-6-0 7-6-0 1-10-8 Scale=1:31.3 4x4 4 5.00[12 3x4 it 12 3 10 135 3x4 3.4 _ AtIs 3x4 9 8000 14 I2 6 0 - 5x6 Y' i Y di 7 0 xr 4x6 2.50 312 4x6 I ----- _-. 14-- 8_ __----- __-- _1 -0r0 -- --- 9,2-6 7-3-8 _,. L-3 0-2-6 X Y Plate Offsets 0-2-8J _ ---- LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Lid r PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 j TC 0.41 Vert(LL) -0.04 2-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.08 2-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 : (Matrix) Weight:75 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G — MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 4-0-2,Right 2x4 DF Std-G 4-0-2 be installed during truss erection,in accordance with Stabilizer Installation . REACTIONS. (lb/size) 2=748/0-3-0,6=748/0-3-0 Max Horz 2=56(LC 13) Max Uplift2=101(LC 12),6=-101(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1315/97,3-9=-1226/99,3-10=-1194/106,10-11=-1180/108,4-11=-1161/115, 4-12=-1161/115,12-13=-1180/108,5-13=-1194/106,5-14=-1226/99,6-14=-1315/97 BOT CHORD 2-8=-30/1108,6-8=-28/1108 WEBS 4-8=0/608 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 4-6-0,Exterior(2)4-6-0 to 7-6-0,Interior(1)10-6-0 to 13-10-8 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 <�� p PROF�ss 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. c.\� lGNCj l NEF9 /O2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. GV 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 89200P E �c-- fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. /�� 8)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -�41141, capacity of bearing surface. 46/01 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=101, AOREGON v.// 6=101. G "0_ �Ix #c 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. "O 14 QP RP. -i- ll) - l l)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. MFR R LL EXPIRES: 12/31/2017 June 30,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 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 M� a truss system.Before use,the building designer must verify the applicability 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 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 bradng of trusses end truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 1 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 i Job i 'Truss 'Truss Type Qty i Ply I Mission Homes MM2 'I I K3385641 B1702220 B03 Scissor i3 1 f-_ ---.. __.._ i —_- Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fn Jun 30 11:20:35 2017 Page 1 I D:Bi l LaG3iCvrJwM V Wa397ilz2RgX-9eTorcATtW PwpAYseM 8LbL9fYmj6TC E66G6CG5z15U0 E- _..- --.- ___. _—.--._79 I- _-__._____- --_------__14-7-0 ; 7-3-8 7-3-8 Scale=1:25.4 4x4 3 5.00 112 8 9 3x4% 3x4 2 4 10 oJ 7 o. 3x4 i tr , 3x4 e ' 5 1 5,6 110 o 40 / 2.50 112 1 5x6 11 5x6 11 1. 7-3-8 _.. 14J--Q_ _. _ -_ - _..... j 7-34 7-3-8 PlattgQffsets(X Y)-- 0-1 14 0-2-5j,j5>0-2-11 0 2 5j,[6:0-3-8.0-2-81 - LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.04 1-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.07 1-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 5 n/a n/a BCLL 0.0 " Code IBC2015/TP12014 (Matrix) Weight:67 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 3-11-0,Right 2x4 DF Std-G 3-9-10 I be installed during truss erection,in accordance with Stabilizer Installation guide. l REACTIONS. (lb/size) 1=605/0-3-0,5=605/0-3-0 Max Horz 1=-50(LC 13) Max Uplift1=-58(LC 12),5=-58(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-1310/174,2-7=-1215/186,2-8=-1173/186,3-8=-1159/193,3-9=-1159/193, 4-9=-1173/187,4-10=-1214/186,5-10=-1310/175 BOT CHORD 1-6=100/1107,5-6=-100/1107 WEBS 3-6=-1/614 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-1-2 to 3-1-2,Interior(1)3-1-2 to 4-3-8,Exterior(2)4-3-8 to 7-3-8,Interior(1)10-3-8 to 11-5-14 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �� D P R OFEs 3)Unbalanced snow loads have been considered for this design. E 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '� S 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 .. IGNG)N EFi4 /2 fit between the bottom chord and any other members. (V „9 6)A plate rating reduction of 20%has been applied for the green lumber members. 89200 P E r 7)Bearing at joint(s)1,5 considers parallel to grain value using ANSITTPI 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 100 lb uplift at joint(s)1,5. - . 1411P , 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. . Cr 10)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. .. OREGON 1(// The building designer shall verify that this parameter fits with the intended use of this component. L� 4 y ZOIC 1A. O 14 P MFR R 11-\- EXPIRES' 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil. a truss system.Before use,the building designer must verify the applicability 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 braang MiTek' A1Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCS'Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job i 'Truss 'Truss Type I Qty Ply l Mission Homes MM2 11 7 640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:35 2017Page 1 ID:Bi '61702220 B04 (Common - -- 1 1 --- -- — - ------= --- - ---- ----- -- --- _1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 I LaG 3iCvrJwM V Wa397ilz2RgX-9eTorcATt WPwpAYseM8LbL9abmk4T E m66G6CG5z15UQ _. -_. __0-$ _.. - --__ 1— --_ - _.___- 14-1-0-_ _. I 7-0-8 7-0-8 4x4— Scale=1:37.6 5.00!12 3 1213 14 15 1116 3x4 2 3x4 C CM 1 4 5.. , N N 10 9 8 7 6 2x4 I I 3x8 2x4 II M4 I 14-1.0 —Z9-6.----.. _—. 7-0-8 LTCLL OADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.04 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 i BC 0.27 Vert(CT) -0.09 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 7 n/a n/a B DL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:74 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation ujde. REACTIONS. (lb/size) 9=592/Mechanical,7=592/Mechanical Max Horz 9=-80(LC 8) Max Uplift9=-58(LC 12),7=-58(LC 13) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-460/108,11-12=-394/110,12-13=384/111,3-13=-376/119,3-14=-376/119, 14-15=-384/111,15-16=-394/110,4-16=-460/108,2-9=534/139,4-7=-534/139 WEBS 2-8=-9/393,4-8=-9/393 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-8,Exterior(2)4-0-8 to 7-0-8,Interior(1)10-0-8 to 11-1-0 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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. �,�ED P R OFFS 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 �'\ I NEF9 s� fit between the bottom chord and anyother members. t72 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. .5:9G200:E r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,7. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /% 10)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. O46/0 Cr "Pi. 4,OREGON es .lv <O .1y142 \ Q�' MFRRII-A- EXPIRES: 12/31/2017 June 30,2017 AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/1015 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 building designer must verify the applicability 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 MiTeI 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job !Truss Truss Type !,Qty Ply I Mission Homes MM2 r K3385643 81702220 BCG !DIAGONAL HIP GIRDER !2 1 L- ---_-- 1 i __-1Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:36 2017 Page 1 I D:BiILaG3iCvrJwMV Wa397ilz2RgX-dg1A2yB5egXnQK73C3fa8zihl A4vCgBGLwsmoYz15UP _.-_-3-2-03-20 -...----1. - ..__.4-2.3 } - _ ---42-28-4-5. } IZ1_72-------�� Scale=1:27.1 6 5x6/ 'U. 3.54 H2 o 2x4 I'13 N 4 0 A 3x4% 3'_ 2 / r 7 w iii 2x4 !! < Ott e 61i 1 4x4= I� 5x16 --= 1.77112 I ---- - _ 4-2-3 --.- _. _._8-4-5 I - - 4-2-3 4-2-2 Plate Qftsets(X Y)-- [2:0-0-9,0-1-91,15:0-2-8,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.03 7-8 >999 180 TCDL 7.0 BCLL 0.0 Rep Stress Ina NO WB 0.23 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:51 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G"Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-7:2x6 DF No.2 SLIDER Left 2x4 DF No.1&Btr-G 2-6-0 REACTIONS. (lb/size) 5=585/0-2-2,2=459/0-6-4 Max Horz 2=124(LC 9) Max Uplift5-84(LC 10),2=-163(LC 6) Max Gray 5=714(LC 17),2=489(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-156/618,3-4=-479/182,4-13=450/226,5-13=429/226,5-7=-52/290 BOT CHORD 2-8=-209/453 WEBS 4-8=-101/263,5-8=-217/512 NOTES- 1)Wind:ASCE 7-10;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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs rt0 PRO6.0non concurrent with other live loads. G[NER5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 16)*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 2-7 fit between the bottom chord and any other members. 9200 P E 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)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 _ 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. .ja� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 0 Q 2=163. yL 4OREGON >k �� 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. /O 4}' 14 2-° + 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ERR 10- S?)Qs 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12/31/2017 0:®tfti leA6E(S4j6Eandard June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. ff° 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 verify the applicability 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 fY�\/1Tek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , Truss Truss Type .Qty Ply Mission Homes MM2 1 I K3385643 1181702220 BCG DIAGONAL HIP GIRDER 2 1 Job Reference(optiona1_. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:36 2017 Page 2 ID:BiILaG3iC vrJwMV Wa397ilz2RgX-dg1A2yB5egXnQK73C3fa8Zih 1A4vCgBGLwsmoYzl SUP LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert:1-2=-64,6-14=-64 Trapezoidal Loads(plf) Vert:9=0(F=10,B=10)-to-7=-176(F=-78,B=78) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 me.10/03/2015 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 IIII• a truss system.Before use,the building designer must verify the applicability 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 braang 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 truss systems,see ANSI/U.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss I Truss Type Qty Ply Mission Homes MM2 , K3385644 91702220 BG FLAT GIRDER 1 i j `_Job Reference(option Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:37 2017 Page 1 I D:Bil LaG3iCvrJwMV Wa397ilz2RgX-61 bZFICjP7fe2UiFlnBphmEtlal4xl oPaabJK_z15UO 0-00.2 2-0-12 --.I_-. _ 6-0-12--. _.__..-I ----. _-X114.- - _ _., __-_-- 12,5,4_ _-. _-. _+...- --_.14-11-4 1519-0 0-0-12 2-6-0 3-6-0 2-10-8 3-6-0 2-6-0 0-0-12 Scale=1:25.7 2x4 I I 5x16 2x4 3x4- 5x12 MT18H-- 2x4 1 2 15 3 16 4 17 18 5 19 6 7 8 I Ll 1 6'- L -HI 1 iC 12 20 11 8x8 =- 21 22 23 24 10 1413 4x12 MUS26 MUS26 MUS26 MUS26 y 4x8-- MUS26 3x10 -- MUS26 0-0-412__-- - 6-0-12 _.... _._. 8-11-4.- ---_.. I _._._ _.___-__ 14.11.4 _ - ___._..1541-0 ---0-0-12 ---_-- -- 6-0-0 _.._-- - -- ---'-1 -8._-. _. _.._ ___ _6-0-0 ---_9-0-12 Plate 2ffsets(X,Y)- 16:0-5-0,0-241,(10:0-3.0-1 81,_111:0_-2-12,0-4-8],1120-5-13 0-1-121.[13:0-3-9,0-24____ TOL DING(psL f) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP C(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.92 1 Vert(LL) -0.21 10-11 >838 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.31 10-11 >564 180 MT18H 220/195 Rep Stress Incr NO WB 0.59 I Horz(CT) 0.05 10 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:161 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bir G TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std C*Except* 3-13,3-12,6-11,6-10:2x4 DF No.1&Btr G REACTIONS. (lb/size) 13=5453/0-5-8,10=6722/Mechanical Max Uplift13=-705(LC 4),10=-878(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-16=-13344/1716,4-16=-13344/1716,4-17=-13344/1716,17-18=-13344/1716, 5-18=-13344/1716,5-19=-14444/1846,6-19=-14444/1846 BOT CHORD 12-13=-969/7313,12-20=-1846/14444,11-20=-1846/14444,11-21=-865/6740, 21-22=-865/6740,22-23=-865/6740,23-24=-865/6740,10-24=-865/6740 WEBS 3-13=-8884/1178,4-12=1154/158,3-12=-823/6648,5-11=-453/43,5-12=-1262/162, 6-11=1081/8491,6-10=-8188/1051 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 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 ii„tQ P R Ore connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. <<' G]NE ss �<-0 0N /Q 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS FR (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,. 29 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 89200PE r 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. / 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 will AP fit between the bottom chord and any other members. v Q 9)A plate rating reduction of 20%has been applied for the green lumber members. 9OREGON ((/ 4- 4, b � 10)Refer to girder(s)for truss to truss connections. /O '9 y 14 V -?� 11)Provide metal plate or equivalent at bearing(s)10 to support reaction shown. Q- 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MR R 10- 13=705,10=878. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 6-0-12 from the left end to connect EXPIRES: 12/31/2017 truss(es)to front face of bottom chord. Continued on page 2 June 30,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 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 1111 " a truss system.Before use,the building designer must verify the applicability 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 bradng 1MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSKTPll Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 1Truss Truss Type Qty Ply Mission Homes MM2 81702220., --- -_. BG FLAT GIRDER 1 _... K3385644I1 _ -I Job Referencc(optionaii Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:37 2017 Page 2 ID:Bil LaG3iCvrJwMVwa397ilz2RgX-61 bZFICjP7fe2UiFInBphmEtlal4xl oPaabJK_z15UO NOTES- 15)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss)or equivalent at 8-0-12 from the left end to connect truss(es)to front face of bottom chord. 16)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc 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)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 14-5-4 from the left end to connect truss(es)to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. 19)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)291 lb down and 55 lb up at 0-6-12,1628 lb down and 204 lb up at 2-6-12, 694 lb down and 92 lb up at 4-6-12,551 lb down and 48 lb up at 6-6-12,551 lb down and 49 lb up at 8-5-4,and 551 lb down and 49 lb up at 10-5-4,and 551 lb down and 49 lb up at 12-5-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 20)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSIfTPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-64,9-14=-20 Concentrated Loads(Ib) Vert:3=-1618 12=-1342(F)6=-541 15=-283 16=-684 17=-541 18=-541 19=-541 20=-1177(F)21=-1012(F)22=-943(F)23=-1118(F)24=-576(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI47473 rev.10/03/2015 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 building designer must verify the applicability 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 bradng is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Mi leks fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIiPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ;Job Truss 'Truss Type Qty Ply I Mission Homes MM2 K3385645 B1702220 {BG- 1 Flat Girder 1 i 21Job Reference(optional)----- i Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:38 2017 Page 1 ID:BilLaG3iCvrJwMV Wa397iIz2RgXaD9xTeCM9RnVgeHRJUi2D_nAg_IogW4ZoELstQz15UN __ 3-2-10 __. 'r- -.... .3210 t- __---- -SZ3-9 L.. _.. -_ 9-3-6 I..__ _-_ _,&6,4_._ j • 3-0-6 3-0-63-2-10 Scale=1:21.4 2x4 I I 3x6=- 4x8 1 2x16 ---- 1741. IX 18 X5 79 X ° °_1 0 o • ' N O 1 ,'_. --- 12 11 -.. 20 10 4x8 .=21 22 1413 4x8-- 4x8 -- LUS24 MUS26 MUS26 8 2x4 LUS26 2x4 I MUS26 I _. _... _. 3-2-14-_ , -. 6- 09-3� 3-2-10 --- -- -4 -..- - I -_. - 12-6-0 -.. Plate ffsets_(X Y), V:0-2-8.0-1-121[3 0-2-12 0 1-81,j5:0-2-12,0-1-81,_[6:0-2-8 0-11,110:0-2-8,0-1-12L[11:0-4-00-1 12],[12:0-2-8 0 1-12] - LTCLL OADING(psf)55.0 SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.08 11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.13 11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 9 n/a n/a Code IBC2015/TP12014Matrix BCDL 10.0 ( ) Weight:138 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(4-11-1 max.):1-7, except end verticals. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G*Except* 6-10,2-12,5-11,3-11:2x4 DF No.1&Btr G REACTIONS. (lb/size) 13=4635/0-5-8,9=4566/Mechanical Max Horz 13=50(LC 7) Max Uplift 13=-570(LC 4),9=-617(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-4537/578,2-15=-4926/609,3-15=-4926/609,3-16=-7196/885,16-17=-7196/885, 4-17=-7196/885,4-18=-7196/885,5-18=-7196/885,5-19=-5827/712,6-19=-5827/712, 6-9=-3277/420 BOT CHORD 11-12=-631/4926,11-20=721/5827,10-20=-721/5827 WEBS 6-10=-806/6609,2-12=-691/5587,5-10=-1742/231,3-12=-2580/366,5-11=-210/1553, 3-11=325/2575,4-11=-1011/125 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. �ED P R 0p 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 �G s connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,GJ� �C1G[NE�9 t94,3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ,� (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 :9200 P E 9l 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4 fit between the bottom chord and any other members. f 8)A plate rating reduction of 20%has been applied for the green lumber members. OREGON �(/ 9)Refer to girder(s)for truss to truss connections. G/ %,�y 0+��` 1� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14 2 T 13=570,9=617. MSR R 1 LN- �P 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 11-11-4 from the left end to connect truss(es)to front face of bottom chord. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ...i irDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mu a truss system.Before use,the building designer must verify the applicability 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 braang 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 truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job iTruss Truss Type Qty Ply Mission Homes MM2 B1702220 BG-1 Flat Girder 1 K3385645 ference r Truss, Beaverton, ID:BiILaG3iCvrJw sSep292015 iTekInp -. Pro-Build Beaverton BOR 97005 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:38 2017 Page 2 a397ilz2RgXaD9xTeC M 9RnVgeH RJ Ui2 D_nAg_Iog W4ZoE LstQz 15 U N NOTES- 14)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss)or equivalent at 6-0-12 from the left end to connect truss(es)to back face of bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 8-0-12 from the left end to connect truss(es)to back face of bottom chord. 16)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 10-0-12 from the left end to 12-0-12 to connect truss(es)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1658 lb down and 208 lb up at 0-2-4,694 lb down and 92 lb up at 2-0-12, 694 lb down and 92 lb up at 4-0-12,551 lb down and 49 lb up at 5-11-4,and 551 lb down and 49 lb up at 7-11-4,and 551 lb down and 49 lb up at 9-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 19)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber lncrease=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-6=-64,6-7=-64,8-14=-20 Concentrated Loads(Ib) Vert:2=-1652 11=-946(B)15=-684 16=-684 17=-541 18=-541 19=-541 20=-433(B)21=-896(B)22=-1233(F=-576,B=-657) • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MI67473 rev.10/03/2015 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 11111 a truss system.Before use,the building designer must verify the applicability 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 braang is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fYf R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 'Truss '',Truss Type Qty 11.1y Mission Homes MM2 l B1702220 BJ1 JACK-OPEN 4 1 K3385646 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:38 2017 Page 1 ID:Bil LaG3iCvrJwM V Wa397ilz2RgX-aD9xTeCM9RnVgeHRJUi2D_nBF_nbgdCZoELstQz15UN ----- _-.... -1100 _ { 1-10-15 -- 1 1-10-8 -_-_ --_. _.... ___.. 1-10-15 Scale=1:11.0 3 5.00 112 6 Id 3x4 11 2 i : l ISA 4 a ck , 1 o of ah ii2.50112 5 3x6 Plate Offsets_oX,Y)-_16:0-3,0 EEdge]_ I -- LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.16 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) 1 Weight:9lb FT=10% LUMBER- .. -- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 DF No.1&Blr G except end verticals. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=3/Mechanical,4=-17/Mechanical,5=290/0-5-8 Max Horz 5=41(LC 12) Max Uplift3=-71(LC 18),4=-52(LC 18),5=-82(LC 8) Max Gray 3=6(LC 19),4=23(LC 5),5=419(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-334/160 NOTES- 1)Wind:ASCE 7-10;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(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs ��E� P R O��s 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. • tS 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 c.. �NG I N EF-9 �Q fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200 P E Tr 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. -'lila •••�++•••✓✓✓"'-r 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. MP y OREGON .4./12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. 2... 47, R k The building designer shall verify that this parameter fits with the intended use of this component. /O '9 14 2-°.‘ -� P MFR R I O- EXPI RES: 12/31/2017 June 30,2017 Ali A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE , Design valid for use only with MiTek8i 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 applicability 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the lY9 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job 'Truss Truss Type Qty Ply j Mission Homes MM2 K3385647 B1702220 BJ2 JACK-OPEN X14 1 Job Reference(optional) -_- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:38 2017 Page 1 ID:Bi I LaG3iCvrJwM V Wa397ilz2RgX-aD9xTeCM9RnVgeHRJ Ui2D_nBF_nSgdCZoE LstQz15UN 1 -1-10-8 3-10-15 I 1-10-8 3-10-15 Scale=1:15.3 3 m Io 5.00 I 12 6 3x4 i If 2 0N iiiiiiiiiiiiii 1 4110 2.50 I 12 5 3x6 Plate Offsets(X.Y)-- (2:0-2-0,0-1-4]15 0 3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.02 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:151b FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 3=86/Mechanical,4=27/Mechanical,5=326/0-5-8 Max Horz 5=68(LC 12) Max Uplift3=-44(LC 12),5=-63(LC 8) Max Gray 3=102(LC 19),4=63(LC 5),5=371(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-300/184 NOTES- 1)Wind:ASCE 7-10;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(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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs ��EO P R OFFS 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. '' s 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 �* �. INE'9 /O2 fit between the bottom chord and any other members. '9 7)A plate rating reduction of 20%has been applied for the green lumber members. 4 :9200 P E r 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity41111111 of bearing surface. ` 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5. iii ir 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '7L 4,7 A-,OREGON ((/ 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. °\ '4 A. The building designer shall verify that this parameter fits with the intended use of this component. /O 14 `- Q'T 'yFR R ILA-Q' EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 Mir a truss system.Before use,the building designer must verify the applicability 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 iJ lb k_ 1 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I Job Truss Truss Type Qty Ply r Mission Homes MM2 K3385648 B1702220 BJ3 JACK-OPEN 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:39 2017 Page 1 I D:Bil LaG3iCvrJwM V Wa397ilz2RgX-2PjJg_D_wlvM HosetCDHmBKM?N6AP4wi 1 u4QPtz15U M I 8 {. -__.__. -_.. . _..__._ (10 -.. 1-10-8 __-5-10-15 0-1-1 Scale=1:20.6 3x4 3 4 10 5.00 12 9 6 5 3x4 7 NJ 2 IM v 12X4 I� • O 04 2.54 112 6 3x6 - _ 0-9-4 Plate Offsets(X,Y)-- ]_2:0-2-0.0-tj,]3 0-1-5,0-1-8116_0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (IoG) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.04 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert CT -0.07 5-6 >926 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a Code IBC2015/TP12014 (Matrix) Weight:23 lb FT=10% BCDL 10.0____ 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x6 DF No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-5:2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=396/0-5-8,5=219/Mechanical Max Horz 6=96(LC 12) Max Uplift6=-59(LC 12),5=-55(LC 12) Max Gray 6=409(LC 19),5=258(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-359/209 NOTES- 1)VYrnd:ASCE 7-10;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(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 1-8-0,Exterior(2)1-8-0 to 5-10-15 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. *<<‘.‘t- �__,D P R OFFstr 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 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. �s ANG I N EFR /O 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 �-r fit between the bottom chord and any other members. 89200 P E r 7)A plate rating reduction of 20%has been applied for the green lumber members. ti 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity // -• of bearing surface. Er 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. y A_OREGON 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. L/ "�,9 ,fib 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSUTPI 1. Q )' 4 2- {- The building designer shall verify that this parameter fits with the intended use of this component. 0- MER RI 0- EXPIRES' 10- EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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,note a truss system.Before use,the building designer must verify the applicability 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 bradng 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 truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss !Truss Type Qty Ply Mission Homes MM2 -- B1702220 BJ4 JACK-OPEN _-. j-, _--1 7.640,JSep e9 Reference 201Mopek Industries,uInc. Fn Jun 30 11:20:39 2p173 P56491 Pro -Build Beaverton Truss, Beaverton,OR 97005 I 4-148 9 PjJg_D_wlvMHoseUM 1-10 8 6-04 ID:BdLaG3iCvrJwMVWa397iIz2R X-2 ' tCDHmBKM?N6pP3Ri1u4QPtz1 6-0-0 _.._ 714-3 Seale=1:22.5 4 3x4 3 5.00 112 eillk 9 1 io d' 8 _ N ;:r5 I 8x8% 7 inla 5 1 2 11 . 2x4= Iry 7 1 441 6 2.54 112 _ _.. _... 8�-0 6-0-0 Plate Offsets(X Y)-- 12:0-3-10,0-5-9j TOL DING(psf)5.0 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.05 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.07 5-6 >945 180 BCLL 0.0 Rep Stress Incl YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) I Weight:25 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x6 DF No.2`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-5:2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. (lb/size) 6=383/0-5-8,5=320/Mechanical Max Horz 6=106(LC 12) Max Uplift6=-52(LC 12),5=-75(LC 12) Max Gray 6=387(LC 19),5=388(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-332/158 WEBS 3-5=-331/207 NOTES- 1)Wind:ASCE 7-10;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(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 3-1-4,Exterior(2)3-1-4 to 7-4-3 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 <(51/4 Ss P R OFFS 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 2.00 times flat roof load of 25.0 psf on overhangs '` s non-concurrent with other live loads. CJ NGI NF�9 /O2 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 89200 P E 9r fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. /gyp' : 9)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity O of bearing surface. OREGON !(r 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. G "� 1D4 A, 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. <O '9 k14 2Q 412)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. M 0Q' The building designer shall verify that this parameter fits with the intended use of this component. FFI R 10-- EXPIRES: 0--EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 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 truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss i --es Truss Type - - _ YP 'Oty IPIy Mission Homes MM2 K3385650,. B1702220 C01 MONO CAL HIP 1 7 640 J b Reference 2015 MiTek Industries,Inc. Fri Jun 30 11:20:40 2017 Page 1 I -__BeavertonTruss, _- -v o ----0 ID:BiILaG31C onal) Pro-Build Beaverton Beaverton,OR 97005 vrJwMVWa397i1z2RgX-WeHhuKEch21DvxRgRvkWWPsTunNc8SArGYgzxJzl5UL h-._.. -1-10-8 I -_-. _... 5-3-13 81915. 10,1,8 I 13-2-$.. - I 1-10-8 5-3-13 0-7-3 4-2-9 -__ 5-1-0 Scale=1:29.7 5x6 3x10 -- 2x4 II 3 11 1><1 12 ;x.. 4 > 14 >. 15 -_-5 6 5.00112 6 w -.Kirr N 2 _ q ..-... 16 1710 18 19 9 20 21 8 5x10 II 3x4 - 2x4 3x8=:7 -.. _.. 5-3d - _ k17-3 __.._. 10-1-8 I -___... _-_-_15-2-$._._.. _..- I 5 3-13 21,3 4-7-15 5->� Plate Qffsets_ Y)-J2:0_54,EdggJ,13:0-2 12,0-2 8j j4:0-3-0,0-1:81 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.08 9-10 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.35 Horz(CT) 0.02 8 n/a n/a Code IBC2015/TPI2014 (Matrix) Wei ht:88 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins,except 3-6:2x6 DF No.2 2-0-0 oc purlins(5-5-14 max.):3-6. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-8 WEDGE r MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF Std-G be installed during truss erection,in accordance with Stabilizer kiation guIde. REACTIONS. (lb/size) 2=1135/0-5-8,8=1338/Mechanical Max Horz 2=93(LC 10) Max Uplift2=-158(LC 10),8=-220(LC 10) Max Gray 2=1421(LC 26),8=1362(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2011/203,3-11=-1660/212,11-12=-1660/212,12-13=-1660/212,4-13=-1660/212 BOT CHORD 2-16=-209/1680,16-17=209/1680,10-17=-209/1680,10-18=-293/1873,18-19=-293/1873, 9-19=-293/1873,9-20=-293/1873,20-21=-293/1873,8-21=-293/1873 WEBS 3-10=0/388,5-8=-301/112,4-9=0/360,4-10=-399/216,4-8=-2110/330 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �t�RED PRO FFS 3)Unbalanced snow loads have been considered for this design. s 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs \c 't Y I N EF9 /02 non-concurrent with other live loads. ", 5)Provide adequate drainage to prevent water ponding. 89200 P E c-- 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 in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will AP/9,' fit between the bottom chord and any other members. I 8)A plate rating reduction of 20%has been applied for the green lumber members. +-..• 9)Refer to girder(s)for truss to truss connections. Q 8=220. (by ) platecapablewithstandingupliftjoint(s)exceptG ) �/ ,�OREGON x_ 10)Provide mechanical connectionothers of truss to bearing of 100 lb at'oint s t-Ib 2=158, L- R 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. O ;4,1/' 14 V 4 12)Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ER R 10- EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 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 tut a truss system.Before use,the building designer must verify the applicability 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 MICkT • 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 ANSYTPN Quality Criteria,DSB-89 and BCSI Building Component . 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job i Truss MM2 Type Qty Ply Mission Homes MM2 1 K3 220 BPro�Bui d Beaverton Truss, C01 'MONO CAL HIP 1 7 640Is Sepe9 Reference MiTek Inc. Fri Jun 30 11:20:41 20173 PageOI eav ID:BiILaG Job 9201 o ek Industries,nt Beaverton,OR 970052 3iCvrJwMV Wa397ilz2RgX-_og35gFESM94X500_cFlrcPdeBjrtvQ?UCZXTIz15UK NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)109 lb down and 75 lb up at 6-0-12,341 lb down and 127 lb up at 8-0-12, 282 lb down and 120 lb up at 10-0-12,and 203 lb down and 114 lb up at 12-0-12,and 231 lb down and 121 lb up at 14-0-12 on top chord,and 51 lb down at 2-0-12,56 lb down at 4-0-12,61 lb down at 6-0-12,60 lb down at 8-0-12,61 lb down at 10-0-12,and 61 lb down at 12-0-12,and 61 lb down at 14-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 15)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 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,2-7=-20 Concentrated Loads(Ib) Vert:9=-38(B)4=-212 11=-65 12=-271 14=-133 15=-161 16=-24(B)17=-27(B)18=-41(B)19=-33(B)20=38(B)21=-38(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 rear a truss system.Before use,the building designer must verify the applicability 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 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 truss systems,see ANSINPIl Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 0 tY Ply Mission Homes MM2 :. 1 I, K3385651 81702220------ ICO2 MONO CAL HIP 1 1 ,Job Reference Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:42 2017 Page 1 I D:BilLaG3iCvrJwMV Wa397iIz2RgX-S_OSJOFsDgIw8FbCYKm_Ogxogb5ccJo8jsJ4OBz15UJ 1 -1-10-8 F. 3-9-12 __. }.._ _7-3-13 _.....-7F1415i_ __-11-14 I _..._. 15-2-8 _..._..i 1-10-8 3-9-12 3-6-1 0-7-3 3-2-9 4-1-0 Scale=1:29.7 5x6 I�71 3x4 -- 2x4 3 '3 P�----14 4,,X__.1 X 5._-6 12 '� 5 t6.._ _.-..... 17 0611 ,i 5.00 Ir L I12 a r in 11 2 I 9 8 10 8x8 i 4x8 3x6 7 h- _-__. _---.. ._.. ZZs13 ___ _._-- + _. ____ ___-_..__.___152 7-3-13. _____ _..... 7-10-11 Plate Offsets(X Y)—j8:0-2-4,0-1-8IJi0:0-3-8,0-2-12j 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 0.59 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.15 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix-S) I Weight:84 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 3-6:2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing 2-10:2x6 DF No.2 be installed during truss erection,in accordance with Stabilizer I Installation guide. , REACTIONS. (lb/size) 10=875/0-5-8,8=1163/Mechanical Max Horz 10=114(LC 12) Max Upliftl0=-131(LC 12),8=-172(LC 12) Max Gray 10=1201(LC 28),8=1197(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1327/128,11-12=-1209/135,3-12=-1163/149,3-13=-1069/172,13-14=-1071/172, 4-14=-1077/172,2-10=-1136/256 BOT CHORD 9-10=-195/641,8-9=-181/891 WEBS 4-8=-1196/243,2-9=-70/573,5-8=-334/77,4-9=-66/407 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 3-0-14,Exterior(2)3-0-14 to 7-3-12,Interior(1) 11-6-11 to 12-2-8 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 ��Q P R Opp 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 c ' �NGI NEF.. O 3)Unbalanced snow loads have been considered for this design. �\ �2 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs -7 non concurrent with other live loads. 89200P E 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 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. 0 Cr 8)A plate rating reduction of 20%has been applied for the green lumber members. -fs OREGON 44 9)Refer to girder(s)for truss to truss connections. G 41 ,IIx S,c 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) /Q '9}' 14 2° T 10=131,8=172. ';:›1?'11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum All R I1.,-t- sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Mill.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 verify the applicability of design parameters and properly incorporate this design into the overall 1 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ITAK• 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty -[Ply -- - - - — -- - - Mission Homes MM2 K3385651 B1702220 d Beaverton Truss, CO2 Beaverton,OR 97005 MONO CAL HIP 1 7.640 Job Reference ooptionaj s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:42 2017 Page 2 ID:BilLaG3iCvrJwM V Wa397iIz2RgX-S_OSJOFsDglw8FbCYKm_Ogxogb5ccJo8jsJ40Bz15UJ NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)60 lb down and 50 lb up at 8-0-12,149 lb down and 63 lb up at 10-0-12, and 363 lb down and 161 lb up at 12-0-12,and 297 lb down and 125 lb up at 14-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-2=-64,2-3=-64,3-6=-64,7-10=-20 Concentrated Loads(Ib) Veil:13=10 14=-114 16=-293 17=-227 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 mit a truss system.Before use,the building designer must verity the applicability 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 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 truss systems,see ANSIRPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 -- ----- --_--Job Truss Truss-- --- --- _-� lQty Ply Mission Homes MM2 ---- K3385652Type 1 B1702220 CO3 MONO CAL HIP I � 1 1 Job Reference e9 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s 5 MiTek Industries,Inc. Fri Jun 30 11:20:42 2017 Page 1 ID:BiILaG3 iCvrJwM V Wa397i lz2RgXS_OSJOFsDg lw8FbCYKm_Ogxl7b51 cKr8jsJ40Bz15UJ -1-14$ 7-3-la _...... _- -1Q-15r __9-10-15 ----{--- 15-2-8 1 1-10-8 7-3-13 '0-7-3 2-0-0 5-3-9 Scale=1:29.6 5x8 \\ 2x4 'I 35 5.00 F12 • �4 45- M_ I- ' 12 13 -. I'" 2 r6 11 m 11 ►/ 9 10 8x8% 4x4 -= 3x6 7 _.-. -__ __ 13 t_... ____.. _.. .152-8. _. -__ 1 _ - 7-3-13 7--1411 Plate Offsets(X,YYj-_18:0-24,071-81,110:0-3-12 0-2-121_ TOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.17 8-9 >999 180 I BOLL 0.0 Rep Stress Inc" YES WB 0.47 Horz(CT) 0.02 8 n/a n/a Code IBC2015/TP12014 (Matrix-M) Weight:85 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except 3-6:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(7-10-11 max.):3-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G`Except" WEBS 1 Row at midpt 3-8 2x6 F No.2 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer In lation_guide. _ I REACTIONS. (lb/size) 10=828/0-5-8,8=721/Mechanical Max Horz 10=146(LC 12) Max Uplift 10=-109(LC 12),8=-127(LC 9) Max Gray 10=1268(LC 28),8=1032(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1563/275,11-12=-1420/289,3-12=-1303/295,2-10=-1204/287 BOT CHORD 9-10=-225/516,8-9=-461/1316 WEBS 3-9=0/323,3-8=-1447/507,2-9=-349/1039,5-8=-445/118 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 5-8-0,Exterior(2)5-8-0 to 9-10-15,Interior(1)11-8-8 to 12-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions p plate grip ASCE 7 10;Pf 25.0 psf(flat roof snow);DCat gory II;Exp B;Fully Exp.;Ct=1.1 '`<- P R O��`-e, 2)TCLL: Unbalanced snow loads have been considered for this design. ,NN �NG(NE�j4 /Q 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs •� 2-9 non-concurrent with other live loads. 89200 P E f"' 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.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. mow 8)A plate rating reduction of 20%has been applied for the green lumber members. • Q 9)Refer to girder(s)for truss to truss connections. 174. 2!OREGON t A1[/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O �' 14,2.0 s Q+ 10=109,8=127. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. MFR R I 0•- 12)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. EXPI RES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 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 bradng of trusses and truss systems,see ANSITTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Corona,CA 92880 ISI Job Truss I Truss Type Qty ''Ply IMission Homes MM2 1 ,--- . K3386653 B1702220 C04 MONO CAL HIP 11 1 ' ob Vwa 97ilz2RgX-wAygwLGU zQnmP9P61HDw1Uy3?RWLIOIyVV2dYez 5U1 ID:BiILaG3iCvrJwMVWa3s292015 o ekInl__ Pro-Build Beaverton Truss, Beaverton,OR 97005 s Sep29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:43 2017 Page 1 11-10-15 �_-.. -1-10-8 _____.... --_7-5-13 --. 7-10-1 11-1-8 1197 15-2-8 1-10-8 7-3-13 0-7-3 3-2-9 f0-7-151 -3-3-9 -- { 0-1-8 2x4 11 Scale=1:33.8 5 7 5x6% 3x4 5.00 X112 6, 2x4 1 3 'L� Il_ _- 8 1111 I a 00 X11 4,6 i ,6 1 te 14 1 2.►. b 12 11 13 8x8% 10 4x8 3x6-- _.. . 7-313. 15-2-8-. 23-13 7-10-11._... Plate Offsets(X Y)- 111:0-24,0-1,81,112:0-4-0,0-1-12].[13:0-4-0.0-3-0j TOL DING(p 25.0 ' SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.08 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.15 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.01 11 n/a n/a Code IBC2015/TP12014 (Matrix) Wei ht:92 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except` TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except 3-9:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(10-0-0 max.):3-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi WEBS 2x4 DF Std G`Except` Tek reccommendssthat Stabilizers and required cross bracing 2-13:2x6 DF No.2 be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 13=788/0-5-8,11=821/Mechanical Max Horz 13=178(LC 12) Max Upliftl3=-106(LC 12),11=-139(LC 12) Max Gray 13=1198(LC 28),11=963(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-1384/40,3-14=-1250/59,3-4=-1175/167,2-13=-1144/185 BOT CHORD 11-12=-134/774 WEBS 3-12=-270/149,4-11=-1039/180,2-12=0/1167,8-11=-280/58,4-12=-62/537 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 7-5-9,Exterior(2)7-5-9 to 11-10-15 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 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Fully Exp.;Ct=1.1 <- Se, P R OFFS 3)Unbalanced snow loads have been considered for this design. '` S/O 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs \. ‘AGI N EFi9 2 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 89200P E 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 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. _ j/ •i 8)A plate rating reduction of 20%has been applied for the green lumber members. PA 4r 9)Refer to girder(s)for truss to truss connections. OREGON !(/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4- 4 Or�D3 '113=106,11=139. Q 14 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4i 2 Q' 12)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -'F/i RI IA- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)95 lb down and 51 lb up at 12-0-12,and 162 lb down and 63 lb up at 14-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 IIIMM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 MiTek" is always required for stabitty 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job Truss Truss Type Qty P y Mission Homes MM2 K3385653 B1702220 C04 .MONO CAL HIP ;1 1 --Pr n r Beaverton, i_- -- _-- 7.640 s Sep 29 2015 MJob Reference iTekrIndustries,Inc. Fri Jun 30 11:20:43 2017 Page 2 al) Pro-Build Beaverton Truss, Beaverton,OR 97005 ID:BilLaG3iCvrJwM V Wa397ilz2RgX-wAygWLGU_zQnmP9P61 HDw1 Uy3?R WLIOlyW2dYez15Ul NOTES- 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,3-5=-64,5-7=-114,6-15=-114,9-15=-64,10-13=-20 Concentrated Loads(Ib) Vert:15=-36 16=-127 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent,not a truss system.Before use,the building designer must verify the applicability 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 I f k. li 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job I Truss Truss Type ;Qty Ply I Mission Homes MM2 ' ' K3385654: 161702220 C05 MONO CAL HIP 1 1 I 1---- _. -- -_ Nob Referenceloptiona)---------- -- - , Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:44 2017 Page 1 ID:Bi ILaG3iCvrJwM V Wa397iIz2RgX-ONWCjhH61HYeOZkbgIpSTF16sOmS4BURBAoB44z15UH 11-10-15 I -1-10-8 f -__- 71s-1�5.. __.11-1-8 _ 19-7+1-_-13-10-15 15-2-8 1-10-8 7-3-13 0-7-3 3-2-9 -7-15 2-0-0 I 1-3-9 1 0-1-8 71 Scale=1:35.6 2x4 I 5 I Ij 16 5.00 12 5x6 i 3x4= 2x4 II 6' 3 8 m 101 I-,- ori m 15 111,1 ' 12 13 8x8— 11 10 4x8= 3x6 I- ___--_3-3-13-- - -- - ...... -_. ..._.152 .__-.-_ -___ --_ - 1 ---_.. _----_- _------ _ 7-3-13 - ----._ __.- -------- - 7-10-11 Plate_4ffsets_Q y)—J11:0-274,07174113;0-3712,0-2712]__=____________n____ _ ___ _ -_- - -_ - _ _ LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.07 11-12 >999 240 MT20 220/195 (Roof Snow 25.0) ILumber DOL 1.15 BC 0.38 Vert(CT) -0.15 11-12 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.59 i Horz(CT) 0.01 11 n/a n/a BCLL 0.0 * BCDL 10.0 1 Code IBC2015/TP12014 (Matrix-M) Weight:95 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc puriins, except 3-9:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(10-0-0 max.):3-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G*Except* required g P MiTek recommends that Stabilizers and required cross bracing 2-13:2x6 DF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 13=783/0-5-8,11=755/Mechanical Max Horz 13=202(LC 12) Max Upliftl3=-102(LC 12),11=-168(LC 12) Max Gray 13=1214(LC 28),11=1137(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1437/35,3-15=-1282/55,3-4=-1181/189,2-13=1151/175 BOT CHORD 12-13=-260/603,11-12=-337/975 WEBS 4-11=-1309/452,2-12=0/582,8-11=-272/91,5-6=-547/446,4-12=-63/281 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 9-8-0,Exterior(2)9-8-0 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 P R 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �(\t_D OF , 3)Unbalanced snow loads have been considered for this design. cS' 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ,\� �GNG I N E�q /�2 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 89200P E 9r" 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 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. ,��' 8)A plate rating reduction of 20%has been applied for the green lumber members. •••• 1lw l�� Cr 9)Refer to girder(s)for truss to truss connections. y A�OREGON (v 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) G �' � "y 13=102,11=168. Q ,9' 14 VIN It. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MFR RIO- 13) IL\- 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 Ill. a truss system.Before use,the building designer must verify the applicability 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 MiTek is ahvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job . 1-Truss 'Truss Type Qty 'Ply Mission Homes MM2 B1702220 CHR DIAGONAL HIP GIRDER j1 1 K3385655, 1 I Job Reference(o tional)__ P 17 Pro-Build Beaverton Truss, Inc.Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,InFri Jun 30 11:20:44 2017 Page 1 ID:BiILaG3iCvrJwMVWa397ilz2RgX-ONWCjhH61HyeoZkbglpSTF1 DOOsS4J6RBAoB44z15UH L. ---2-0 _-._..i __-- 4-2-3 i8-45_ - 11-5-2 + 14-3A_ 1 __..17-1-4 1 -__-19-10-15.__.. 12111._, 3-2-0 4-2-3 4-2-2 3-0-13 2-9-15 2-9-15 2-9-15 1-2-2 3.54[12 Scale=1:48.6 8 9 3x6 ` o 7 6 5 0 'e 4 12 354 7----- 3x4% 3 <, jW m 3x4 r.,;. % G e 3x4 3x6 2 11 n dl 1 10 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). 1. __ 4-2 — _.--i- - 8-4-5 ; -32 Plate_Offsets.)Y)- j2:0-2-4,0-18- TCLLOADING(psf)5 0 SPACING- 1-0-0 j CSI. DEFL. in (loc) 1/deft Lid ' PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.04 2-3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.04 2-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.01 9 n/a n/a 2 1 BCDL 10.0 Code IBC2015lfP12014 (Matrix) Weight:48 lb FT=10% 015 I LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)10=0-7-6. (Ib)- Max Horz 10=104(LC 8) Max Uplift All uplift 100 lb or less at joint(s)9,3,4,5,7,8,10 Max Gray All reactions 250 lb or less at joint(s)9,3,4,5,7,8 except 10=263(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-10=-263/197 NOTES- 1)Wind:ASCE 7-10;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 Comer(3)-3-2-0 to 1-0-15,Exterior(2)1-0-15 to 21-0-0 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ��I] P R�FF of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,3,4,5,7,8. '\( ss 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,3,4,5,7,8,10. �GJ �NGj NE�9 /0 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)9,3,4,5,7,8. /L 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� 9� 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/I-PI 1. 9200 P E The building designer shall verify that this parameter fits with the intended use of this component. '' to ' yL 40,,OREGON k4/4 /6 .it)- 14 2-°.‘ #MFR R I L\-C''P EXPIRES: 12/31/2017 June 30,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 11111 a truss system.Before use,the building designer must verify the applicability 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 M iT9k' 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 braang of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug na,Cir le880 Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Mission Homes MM2 K3385656! B1702220 001 MONO CAL HIP 1 1 I __-_ _-- - -_. _ _.... __. ,Job Reference(optional) _ -_-- --__J Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 3011:20:45 2017 Page 1 I D:Bil LaG3iCvrJwMV Wa397iIz2RgX-tZ4ax1 IIWbgV?jJnDSKh?SZLMo8spgMbPgXkcWz15UG -. 1106 _ . 094 249 5-0-13 -__--.-2 14-15 i __... -_-_-_._.-10,10_ ... 111t2 1-1-4 0-9-4 I 2-0-0 3-0-13 0-1-13 0-8-6 4-2-1 0-1-8 Scale=1:20.8 5x8 i 2x4 - • O. 1Q__-. 11 -.- 12 _.,15.' 5.00 112 8-- - - I 9 ISI III mrl iT 1 NN I I 2 1 /ryp� III 8 13 14 7 2x4 I I 6 5x6 3x6 -09-4._-I__.__ _ 3-41 ---._ _-__ __...5e2� _-..-__._. _ 101-4... __ _ ._.__.14 8 ----_--. 9_,43 __.__-- -------- -__.._..-._ 3_._ _... :2 3 - _ _._-_4-10-7-----._ -. ... 071.$-.-_.._._ Plate Offsets.jX.Y)-- -0 0 12:0-0 -1-151,[3:0-4-0.0-2-0j LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.02 2-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 2-8 >999 180 TCDL 7.0 RepStress Incl NO WB 0.49 Horz CT 0.01 7 n/a n/a BCLL 0.0 ' ( ) BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:58 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins,except 3-5:2x6 DF No.2 2-0-0 oc purlins(10-0-0 max.):3-5. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G k recommends Std abilizers reoss bracing i quired I installed truss in accornce w h Stabilizer I 2x4 SP No.3 Installation REACTIONS. (lb/size) 2=820/0-5-8,7=840/Mechanical Max Horz 2=93(LC 10) Max Uplift2=-115(LC 10),7=-155(LC 7) Max Gray 2=1060(LC 26),7=966(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-1137/120,3-9=-988/126 BOT CHORD 2-8=-132/891,8-13=-151/855,13-14=-151/855,7-14=-151/855 WEBS 3-8=0/336,4-7=-399/119,3-7=-979/173 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 P R 0 FS 3)Unbalanced snow loads have been considered for this design. F 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs .c(<5 .1) s non-concurrent with other live loads. �� k4 GINS ,.., /`iL 5)Provide adequate drainage to prevent water ponding. 9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CC 89200P E 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 will ,� fit between the bottom chord and any other members. / 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. . ••0r ' �, 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=115, A_OREGON 4(/ 7=155. G "4 ,\p. A, 11)Girder carries hip end with 0-0-0 right side setback,6-0-0 left side setback,and 6-0-0 end setback. /Q '9 j 4 rLQ 7- 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Vo Q 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MER R IJ 0- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)362 lb down and 136 lb up at 5-5-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. EXPIRES: 12/31/2017 The building designer shall verify that this parameter fits with the intended use of this component. Continued on page 2 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 rev.10/03/2015 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 building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1111 . building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Malek' 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 ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ,'Job Truss Truss Type Qty f,Ply Mission Homes MM2 B1702220 I 001 - MONO CAL HIP - - _ 1 Job Reference 29 2015 repvtioIndustries, K3385656J nal) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 J plad ustries,Inc. Fri Jun 30 11:20.45 2017 Page 2 I D:Bil LaG3iCvrJwM V Wa397i Iz2RgX-tZ4ax1 I I W bgV?jJnDSKh?SZLMo8spgM bPgxkcWz 15UG NOTES- 16)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 Uniform Loads(plf) Vert:1-3=-64,3-10=-64,4-10=-121,4-5=-64,2-6=-38(F=-18) Concentrated Loads(Ib) Vert:3=-288 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/03/2015 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 MI a truss system.Before use,the building designer must verify the applicability 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 el.e lYl I'T is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job ., Truss Truss Type ,Qty Ply Mission Homes MM2 81702220 D02 MONO CAL HIP ' � 1 1 K33856571 ------ ---_- ',. --.- -__ _--- ---..- l JI Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:46 2017 Page 1 I D:Bil LaG73C2vrJwM VWa397iIz2RgX-Lley8 NJNHuoMdtu_n ArwYg6YECU8YCHkeUHH9zz15UF 7-10-15 -1-10-8 3-7-7 10-2-8 _ 0 13 1-10-8 3-7-7 3-10-11 2-3-9 4x8\Q31 Scale=1:25.0 2x4 'I 0' _IX 5 6 Ilk 5.00 112 '''.. 4x4 ci 3 d^ ^ 101 6x8 -- 11 SII 2 - iLI l I �I ' 9 8 10 3x4 3x6 __7 -_....__ 7§2___ _ l -_..._.-192 __-1 -- ---------..___. __.. ------._-_ --__--7&2 ___. -- _.... - 2-x-8 Plate Offsets(X,Y)-- [2:Edge.0-2-0].[3:0-1-4,0-2-0] LOADING(psf) SPACING- 2-0-0 I. DEFL. in (loo) I>999 240 --L PLATES GRIP TCLL 25.0 Plate GripTC 0.36 DOL 1.15 -0.07 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.15 9-10 >787 180 TCDL 7.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix) Weight:58 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(10-0-0 max.):4-6. WEBS 2x4 DF Std G`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-10:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=557/0-5-8,8=416/Mechanical Max Horz 10=115(LC 12) Max Uplift 10=-83(LC 12),8=-46(LC 12) Max Gray 10=857(LC 28),8=453(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-399/14,2-10=438/211 BOT CHORD 9-10=-158/609,8-9=-41/274 WEBS 3-9=-355/140,4-9=0/308,3-10=-707/28,48=502/75 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 3-5-0,Exterior(2)3-5-0 to 7-7-14 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �Q`EQ P R OFFS 3)Unbalanced snow loads have been considered for this design. �< G[NF Sv 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �\ N FR �2 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 89200 P E 9t' 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 in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4.,,,,.....- fit fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. • C. 9)Refer to girder(s)for truss to truss connections. •y A_OREGON 44/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,8. G 4.. � 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �Q '9Y 14 `Z0\ P"}' 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A I 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. MER R I L\- The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 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,notMi a truss system.Before use,the building designer must verify the applicability 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the rY� 1 Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle ' Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type _ - Qty Ply r Mission Homes MM2 ----- ' 'B1702220 D03 MONO CAL HIP I. K3385658 1 1 ob Reference0 s (options) Page� Pro-Build Beaverton Truss, Beaverton,OR 97005 1 ID:BilLaG3iCyrJwM�VWa397i1z2RgX LeyBNJNHuoMdtu29 2015 MiTek Industries,l nArwYg6XyCU8YAvc Fri Jun 30 keUHH9zz15UF 7-10-15 -1_10-8 3-7-7 .- __ _._.l-- __ --. 4.-. __. - 7-6-2 7_-14__ 9-10-15 19-21 -0- 1-10-8 3-7-7 __ 3-10-11 0--13 { 2-0-0 63-9 031 Scale=1:26.4 4x8 \\ 2x4 II 4. 6 5.0012 13 4x4 Cr v 3 fg 6x8 =. 12 ISI 2 f1'l , - r i 1 , id 11 3x4== 3x6 8 __ __ _. - 7.8 2- l 10-2-8 s 2 -2 2-8-6 Plate Offsets X Y - ) �2:Ed0e 0,2� f3.0-1-4 0.2��j9;0-�4 0-1�_ LTCLL OADING(psf)55.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.07 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.15 10-11 >786 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 9 n/a n/a Code IBC2015/TP12014Matrix BCDL 10.0 ; ( ) Weight:61 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(10-0-0 max.):4-7. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-11:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=574/0-5-8,9=544/Mechanical Max Horz 11=146(LC 12) Max Upliftl 1=-75(LC 12),9=-111(LC 9) Max Gray 11=916(LC 28),9=916(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-13=-589/7,4-13=-443/13,2-11=-466/244 BOT CHORD 10-11=-150/659,9-10=-202/487 WEBS 4-10=0/300,3-11=-766/1,4-9=891/369 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 5-8-0,Exterior(2)5-8-0 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ��ED PR OFF 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 2.00 times flat roof load of 25.0 psf on overhangs \GJ �N0I NE- 6,45:T/0,..0. � non-concurrent with other live loads. �� 5)Provide adequate drainage to prevent water ponding. 89200P E r 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 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. 8)A plate rating reduction of 20%has been applied for the green lumber members. et �� r 9)Refer to girder(s)for truss to truss connections. -t OREGON 4C 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) L 40, 1C 9=111. /Q '9y 14 2a + 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q' 12)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. ' SI?RIO- 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/I-PI 1. The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based onlyupon parameters shown,and is for an individual building component,not Mu a truss system.Before use,the building designer must verify the applicability 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 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 braang of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-09 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , Truss Truss Type Qty Ply `Mission Homes MM2 K3385659 B1702220 D04 1 I MONO CAL HIP 1 i 7.640 s Job Reference i Pro-Build Beaverton Truss, Beaverton,OR 97005 OpMiTek Industries,Inc. Fri Jun 30 11:20:47 2017 Page 1 - --- -- -- - _ I R ID:BiILaG3iCvrJwMV Wa397ilz2RgX-pyCKMjJ?2CwDFOTALtM95tfj_cgOHfOtt80rhPz15UE 7-10-15 -1[I-10-8 1-10.8 + 3-7-7 I_____ 7-6-2 ____-- 7-7-�I4 9-10.15 19-2-8 _-111-100:215 ___--1 10 8 3-7-7 3-10-11 -- -0.1-13 I 2-0-0 0.3-9 1 0-3-1 Scale=1:30.8 2x4 [1 5 I 3x4 -<--- 13 5.00[12 4 12 SO i Ja 4x4 3 I v�S Oa 6x8--- 11 2 m Yng i. J1 161 9 10 3x4 3x6=7 ___.__ __- __-76.-2 _._._.. -i___ .. 18-2-4-._._-_. 7 __. 2-8-6 Plate Offsets jX Y) 12:Edge,0-2- 0-1-4,0 Z-Ol_ LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES • GRIP TCLL 2 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.07 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.15 9-10 >787 180 BCLL 0.0 Rep Stress lncr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a Code IBC2015/TP12014 (Matrix) Weiht: FT=10% BCDL 10.0 � 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-10:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=544/0-5-8,8=538/Mechanical Max Horz 10=175(LC 12) Max Uplift10=-56(LC 12),8=-144(LC 12) Max Gray 10=551(LC 19),8=671(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-12=-295/0,2-10=-350/219 BOT CHORD 9-10=-150/384 WEBS 4-9=0/309,3-10=-445/2,5-8=-346/202,4-8=-405/52 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 8-10-15,Exterior(2)8-10-15 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ,RED P R OFFS 3)Unbalanced snow loads have been considered for this design. '` s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 0\� � �"�NEF,9 /Q2 non-concurrent with other live loads. 9 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200P E 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)A plate rating reduction of 20%has been applied for the green lumber members. AIIP ;.'..'. � 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)10 except(jt=lb) -y, , OREGON �kr 8=144. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q y 14 2-C)\ -+- 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. /y 0.. The building designer shall verify that this parameter fits with the intended use of this component. R I!LN- EXPIRES: 12L31/2017 June 30,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 MIT a truss system.Before use,the building designer must verify the applicability 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 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 bradng of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 JobTruss Truss Type Homes , , Qty 1PIy T Mission MM2 K3385660 B1702220 DHR DIAGONAL HIP GIRDER 1 1 , Job Reference(optional--- . I 77-30 - - 7201. Page 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.c. Fri Jun 30 11:20:47 2017 Page 1 3iCvrJwM V Wa397ilz2RgX-pyCKMjJ?2CwDFOTALtM95tfkGcu9HgXtt80rhPz15UE ,-....-3-24..__ I 4-2-3 1-4 _._- 11-5-2 j 14-3-1 17-1-0 19-10-18 4 2214 1 25-6-13 j._28-144 3-2-0 4-2-3 { 4-2-2 3-0-13 2-9-15 2-9-15 2-9-15 2-9-15 2-9-15 r 2-7-1 - Scale=1:60.2 3.54 112 11 10 9 0 3x6 % 8 14 7 6 5 is 3x4% q o11 3x4% 3x4% 3 3x4 3x6% V. 2 13 Y dl 1 12 .. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). I _ 4-22 t 6A-5 _ I 41-3 412_ Plate Offsets(X,Y)---I2_0-2-00-111 TCLL LOADING(ps25 0 SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.04 2-3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.04 2-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:58 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. REACTIONS. All bearings 0-2-2 except(jt=length)12=0-7-6. (Ib)- Max Horz 12=127(LC 8) Max Uplift All uplift 100 lb or less at joint(s)3,4,5,7,8,9,10,12 Max Gray All reactions 250 lb or less at joint(s)3,4,5,7,8,9 except 10=282(LC 18),12=263(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-263/178 NOTES- 1)VMnd:ASCE 7-10;VuIt=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 Comer(3)-3-2-0 to 1-0-15,Exterior(2)1-0-15 to 28-1-14 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. n0 P R QFe 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8,9,10. \<<' Fes, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5,7,8,9,10,12. Co �c AGI N4'• 614-s9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8,9,10. �? 2 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� 89200 P E �r" 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. at Cr - , OREGONtk A,lV <0 Ali) -°\ P+ SFR R l 1017 EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 MI! a truss system.Before use,the building designer must verify the applicability 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 A'Tek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fY� 1 IC fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. CA Corona, 92880 Corona, Truss Type yP 61b02220 F01ssCalifomlaGirder Qty [Ply Mission Homes MM2 1 1 K3385661 Pro-Build Beaverton Truss, Beaverton,OR 97005 _ - - - - I�- Job Reference(iTek Industries,nes 7.640 s Sep29 2015 MiTek Inc. Fri Jun 30 11:20:49 2017 Page 1 I D:yAA6E M Jm6DbwvORj LSOOwQynlp-I KJ5nPLFapAxU KdZS I OdAI kzu POeIXeAKS VyI Hz 15UC I -1-10-8 - 5-3-1 3-10-15 &0-0 i 10-1-1 I91-_8:14 16-0-0 i 17-10-8 I 1-10-8 5-3-1 0-7-14 2-1-1 2-1-1 b-7-14 - 5-3-2 1-10-8 Scale=1:33.6 3.00 12 5x12 - 2x4f11 5x12 - 3 _ _. l',IL -� _.__—. 1,0 H 2 g ip 10 9 11 12 4x8 4x8 –2x4 3x8 2x4 F.. _.._–_ __- 5=3=1 _-_- .. i _____8-49 _.–.I –. 10-844_-_---f –_. –_-1640 , _-- —__._-- - ---- ----5-3-1 _--------- 2-8-15------ _._._2-8-14 _.----_-. 53-2 -Plate Offsets , 12:0.3-4,Edae]_[3:0-3-12 0-1-4],j5:0-3-12,0-1-4J[6:0-3-4 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d i PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.24 9 >767 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.39 9 >476 180 TCDL 7.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Wei ht:63 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-10-9 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 2=1360/0-5-8,6=1360/0-5-8 Max Horz 2=27(LC 6) Max Uplift2=-264(LC 6),6=-264(LC 7) Max Gray 2=1522(LC 30),6=1522(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4135/680,3-4=-4559/801,4-5=-4559/801,5-6=-4135/680 BOT CHORD 2-10=-640/4011,10-11=654/3995,9-11=-654/3995,9-12=-630/3995,8-12=-630/3995, 6-8=-616/4011 WEBS 3-10=0/250,3-9=-152/623,4-9=-428/142,5-9=-152/623,5-8=0/250 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �� p P R Ore, Unbalanced snow loads have been considered for this design. E 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs -- non-concurrent with other live loads. ,N***U04G'[NEER �2 5)Provide adequate drainage to prevent water ponding. -7 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2' 89200 P E 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 will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. /A 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=264, r14 CC 6=264. �r OREGON �lV 10)Girder carries hip end with 6-0-0 end setback. L. Ix 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. <O *.4. i 4 2-Q. P4 12)Graphical puriin 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)350 lb down and 120 lb up at MFR R I L\- 10-7-2,and 350 lb down and 120 lb up at 5-4-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. EXPI RES: 12/31/2017 The building designer shall verify that this parameter fits with the intended use of this component. Continue on page June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 M ilek' 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ,Job ' Truss Truss Type Qty 'Ply Mission Homes MM2 91702220 F01 California Girder 1 1 I K3385661 ------ - -- jJob Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:49 2017 Page 2 I D:yAA6EMJm6DbwvORjLSOOwQynip-IKJ5nPLFapAxUKdZSIOdAIkzuPOelXeAKSVylHz15UC NOTES- 15)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 Uniform Loads(plf) Vert:1-3=-64,3-5=-121,5-7=-64,2-6=-38(F=-18) Concentrated Loads(Ib) Vert:3=-288 5=-288 ',. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 braang tYf 11 A'Te1�' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 l K3385662 Job t Truss i Truss Type Qty li Ply I Mission Homes MM2 j B1702220 F02 i Common 2 1,Job Reference(optional) _.., _- j Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fn Jun 30 11:20:49 2017 Page 1 ID:yAA6EMJm6DbwvORjLS00wQyrrip-IKJ5nPLFapAxUKdZSIOdAl kxcPSelZdAKSVylHz15UC I A10-6 -I--_._. --____. 0-44-__. -__-.... -.._..-I _.. _ _---- 160-9... __.___..--- --..-. i 17A9 _, 1-10-8 8-0-0 8-0-0 1-10-8 Scale=1:32.5 4x4 3.00 112 3 9 10 8 11 4 7 12 2 4 Ia 47, 5 3x8 2x4 I I 3x8 -_- __-_-. _ _8.0.0 ---- I ___.__.- -__..10-0.4 ___._. 1 88-EM_ 8-0-0 LOADING(Psi) T -- TCLL 25.0 SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.12 4-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.22 4-6 >855 180 BCLL 0.0" Rep Stress Incr YES WB 0.15 Horz(CT) 0.03 4 n/a n/a RCM 10.0 Code IBC2015/TP12014 (Matrix) Weight:53 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 2=787/0-5-8,4=787/0-5-8 Max Horz 2=36(LC 8) Max Uplift2=152(LC 8),4=-152(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-1397/105,7-8=-1349/105,8-9=-1325/114,3-9=-1320/118,3-10=-1320/118, 10-11=-1325/114,11-12=1349/105,4-12=-1397/105 BOT CHORD 2-6=-46/1282,4-6=46/1282 WEBS 3-6=0/365 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 5-0-0,Exterior(2)5-0-0 to 8-0-0,Interior(1)11-0-0 to 14-10-8 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��c71/40) I] P R O�Fss 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs E 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. \� :.....:200e. G'NEFi9 ��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 9fit between the bottom chord and any other members. 200PE7)A plate rating reduction of 20%has been applied for the green lumber members. � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=152, ` 4=152. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. y A_OREGON !(4 The building designer shall verify that this parameter fits with the intended use of this component. L- "� 1p ,` /O Ali)" 14 2° P-C MFR R 10- EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 truss system.Before use,the building designer must verify the applicability 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 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 braang of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type YP IOty Ply Mission Homes MM2 r B1702220 JA10 JACK-OPEN GIRDER 1 1 ' K3385663 i ----- -- --- ---- !.. Job Reference(optionall Pro-Build Beaverton Truss, Beaverton,OR 97005 - -n ---J - — ---- P. 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:50 2017 Page 1 rJwMV Wa397ilz2RgX-DXtTIMtL71o6UCI0?vsi WHEDpt8U2vKZ6FVIkz15UB I -1-10-8 f 1-9-0 I3-0-0 1.-_.-5-10-15 6- 0 4-10.15 __13-10-15. _._- 17-10-15. { 1�¢0__, Q� I a I v 1-10-8 1-9-0 1-3-0 z-10-15 0-1'-1 3-10.16 4-0-0 4-0 0 1-11-4 5.00 12 Scale=1:53.2 9 8 17 0 3x6% 16 7 6 ,. 5 A d 4 2x4 I I 153 2 L - d 1 ra -.. -11 _ - ,m t4 13 12 10 o 3x8 11 2x4 12s4 I_-1-9-011pt15__-- --0 i 1 Plate ffsets1X,Y}_ 14;0-4-8,0-1-8]LOADING(psf) ] TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.10 12 >695 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.11 12 >619 180 •BCLL 0.0 Rep Stress Inc( YES WB 0.02 Horz(CT) 0.04 10 n/a n/a BCDL -__- 10.0 1 Code IBC2015/TPI2014 (Matrix) Weight:43 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-13:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)14=0-5-8,10=Mechanical, (Ib)- Max Horz 14=225(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,7 except 4=-126(LC 12), 8=-110(LC 9) Max Gray All reactions 250 lb or less at joint(s)10 except 14=401(LC 1),4=298(LC 1),5=259(LC 19),7=308(LC 19),8=465(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-368/84,2-15=-268/58,3-15=-264/60,3-4=266/129 NOTES- 1)Wind:ASCE 7-10;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(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 15-7-4,Exterior(2)15-7-4 to 19-10-3 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ��ED P R pF� t 3)Unbalanced snow loads have been considered for this design. s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs \� ' ' NE'- /O2 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. �' 89200 P E 91- 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)A plate rating reduction of 20%has been applied for the green lumber members. +� 8)Refer to girder(s)for truss to truss connections. �+ 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,7,8. y A_OREGON C.c, 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,7 except(jt=lb) I "� ,`tS A. 4=126,8=110. Q -44' 0 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,7,8. 14'M 0". 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ER R I I-`= 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/01/2015 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 building designer must verify the applicability 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 MiTek'k iTe • is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1Corona,CA 92880 Job - --_ -- _ f Truss Type OHomes- Truss 'Qty ly Mission HomMM2 B1702220 JDO5 JACK-OPEN GIRDER 1 1 K3385664 - - I i_ 3b Reference(optionap 020 - - Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Junn 30 11:20:50 2017 Page 1 I D:BiILaG3iCvrJwM V Wa397iiz2RgX-DXtT_IMtL71o6UC10?vsi WHEDpmBU2AKZ6FVIkz15UB I-_. 110-5 i--- __ 349. ---i _.._ 6-0-0 _.. . I 9-9-Z_. 1-10-8 3-0-0 3-0-0 3-9-7 ' 4 Scale=1:29.3 1: o I 5.00 r2 3 8 M 10' o O v v 7 2 '8 6 5 3x8 i' _t-10-15 i 6-0-0 I __-- ---- ---. --.. __ 1-14-15.-_-- 4-1-1 Plate Offsets(X Y),-16:0-4-8 0-1-8i TCLLLOADING(P 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.05 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.62 Vert(CT) -0.09 5-6 >742 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 r Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 i (Matrix-M) Weight:27 lb FT=10% Structural wood sheathing CHORD LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G dir ectly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)6=0-5-8,5=Mechanical. (Ib)- Max Horz 6=133(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,4 except 3=-109(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=397(LC 19),3=336(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-341/143 NOTES- 1)Wind:ASCE 7-10;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(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 5-5-12,Exterior(2)5-5-12 to 9-8-11 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 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��t(� P R O pe, 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �\ ‘AGIN N E9 l �'� 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. 44.1 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 :9200 P E �r" fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. a�j 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. AP . Cr 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4 except(jt=lb) 17, A_OREGON , 3=109. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. <O '9 Y 14 (1 -� 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q- 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. MFR RIO- The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES: 12/31/2017 June 30,2017 . A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. uess. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil a truss system.Before use,the building designer must verify the applicability 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 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 truss systems,see ANsiIrpi1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss ITruss Type Qty jPly 1 Mission Homes MM2 K3385665'I B1702220 X01 CAL HIP 1 1 1 ; I i i !Job Reference(optional) ,I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 5 Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:51 2017 Page 1 I D:2 vpwsg_F M h RG B B Khd L i6bfz2ffN-hj R rB4 M V6 RQ fke nxaj R 5Fj p0AD BS D UOTo m_2 qAz 15UA 3-10-15 6-11-6 -1-10.8 3-6-2 3--1-- _ 6-6-9 69-10 10-5-8 4 l ' 1-10.8 3-6-2 0--13 2-7-10 0.3-1 3-6-2 0-3-1 0-1-13 Seale=1:21.0 4x6=: 4x6 10 3 5.00,,i2 , i _-- ---1 ..-_ 9 v *ii 8 Ali 5 I14 2 I ae}, [el 11 ® o 1 _ 2x4 2x4 8 3x6 I_. 3-6-2. --__ _._--310-15 -. 2-12 - 6z/.-9 6-11-6, -. ---....]9-5-�_ 3-6-2 -_ _. . -. - -- -- __ - -13 1 --._- 1-3-13 0-4-13 3-6-2.. Plate Offsets(X_Y)-- J2:0-3-2,0-1 ,13.0-2-8,Edge],[4;0-2-8 Edge],[5:0-3-2,0-1-8]__ ---____s__ __-_ T LOADING(psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.04 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.05 5-6 >999 180 TCDL 7.0 Rep Stress Ina NO , WB 0.06 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 • Code IBC2015/TP12014 1 (Matrix) Weight:37 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing , be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=584/0-5-8,2=747/0-5-8 Max Horz 2=43(LC 10) Max Uplift5=-84(LC 11),2=-133(LC 10) Max Gray 5=693(LC 29),2=970(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-1260/168,3-8=-1245/180,3-9=-1071/181,4-9=-1071/181,4-10=-1111/177, 5-10=-1249/176 BOT CHORD 2-7=139/1080,7-11=-145/1071,6-11=-145/1071,5-6=-139/1080 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��ED P R O��ss 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. \� lGNG]NEFq /O2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CV 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 will 89200PE '9r fit between the bottom chord and any other members. ' 8)A plate rating reduction of 20%has been applied for the green lumber members. 4111111°X 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 2=133. r �. 10)Girder carries hip end with 4-0-0 end setback. -yL "A_OREGON ((1 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. , Ix 12)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <O './Y 14 9-°N + 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)134 lb down and 50 lb up at 6-6-9, /y �P and 134 lb down and 50 lb up at 3-10-15 on top chord. The design/selection of such connection device(s)is the responsibility of ER R�O- others. 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES' 12/31/2017 .1 5tIn thee LOPaDgeCASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE 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 truss system.Before use,the building designer must verify the applicability 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 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 truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component I 250 Klug Circle I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job Truss ;Truss Type Qty Ply Mission Homes MM2 K3385665 B1702220 X01 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:51 2017 Page 2 I D:2vpwsg_FMhRGBBKhdLi6bfz2ffN-hjRrB4MV6RQfkenxajR5FjpOADBSDUQTom_2gAz15UA LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert:1-3=-64,3-4=-89,4-5=-64,2-5=-28(F=-8) Concentrated Loads(Ib) Vert:3=-107 4=-107 • I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 fYk1 B A' • is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R k fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , ITruss I Truss Type Qty Ply Mission Homes MM2 K3385666 B1702220 X02 !CAL HIP 1 1 IJobReference tooMional).---__ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:52 2017 Page 1 I D:2vpwsg_FM hRG BBKhdLi6bfz2ffN-Av?DPQ N8skY WLoL78Qy KnxM aldXnyygdoQkcMcz 15U9 3-10-15 6-11-6 I_ 1-10-a__. . I -___—_3-6-2 3-- +.-__49-7_ I �-1 _4 sem-96-9-1 10-5-8 � 1-10-8 3-6-2 0--13 0-10-8 0-10.10 0-10-8 0-3-1 3-6-2 0.3-1 0-1-13 Scale=1:21.0 6 4x4% 4 ��// 4x4 5.00 I-12 3 ,—. __-.__.1/�Ilief /0 11 12 13- _i4• 1 15 10 1 71 16 7 2 e114 �, , ILa 1 „ 9 8014 3x6% 2x4 11 2x4 11 3x6 l -.. -_ _,2 _..-_ 10-15 _. 5-2-12 i 6-6-9 11$_—__ 10-5-13__.. _-- I _3_6-2 -44 -13 1-3-13 -_ 1-3-13 4-13 3-6-2 Plate Offsets(X.Y)-- 12:0-3-2,0-1-81,j7:0-3-2.0-1-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.04 8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.06 8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix) e BCDL 10.0 Weight:391b FT=10h LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc puffins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-9-8 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=478/0-5-8,2=641/0-5-8 Max Horz 2=50(LC 12) Max Uplift7=-56(LC 13),2=-111(LC 8) Max Gray 7=724(LC 31),2=1002(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1450/500,3-10=-1324/509,3-11=-1279/567,11-12=-1279/567,12-13=-1279/567, 13-14=-1279/567,5-14=-1279/567,5-15=-1363/504,15-16=1376/497,7-16=-1441/495 BOT CHORD 2-9=-439/1274,8-9=-435/1279,7-8=-439/1275 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �� p P R OFEs 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 2.00 times flat roof load of 25.0 psf on overhangs �`Co G I N EF9 SW0 non-concurrent with other live loads. 2 5)Provide adequate drainage to prevent water ponding. 44 '9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :9200P E 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 will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. ` 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) 0 �- 2=111' y �OREGON tin 10)"Semi-rigid pilchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. G 4, 1b` 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <O ' ' i 4 ZD P�- 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. M9 fER RIO- EXPIRES: IjO- EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rein.10/03/2015 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 - MT a truss system.Before use,the building designer must verify the applicability 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 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 braang of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Mission Homes MM2 t K3385667 B1702220 XHR DIAGONAL HIP GIRDER 2 1 ; JobReference(optional). Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:52 2017 Page 1 ID:2vpwsg_FMhRGBBKhdLi6bfz2ffN-Av?DPQN8skYWLoL78QyKnxMcSdbKyygdoQkcMcz15U9 -3-24_----._ I-_._. ._.___123... I -._._.- 5§4 _.__. r 6-.10-3.__61810 ' 3-2-0 2-9-3 2-9-3 1-3-14 0-0-6 Scale=1:19.7 4 3x4% -n 3 3x4 3.54 12 111101V . til 3x4 5 3x6 \\ ri 60 c N 5 SO i 2j _ 41101. -_... _.-.. _2-13_-_- 1- - _.-5.5-5 -_-.._ __._..2-9-3.. __. ----_. 2-9-3 Plate Offsets mX,Y)_j2:0_2-7,Edgej- LOADING(psf) [I SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 2-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 2-3 >999 180 BCLTCDL L 0.0 *7.0 Rep Stress Incr YES j WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G 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. (lb/size) 4=20/0-0-11,2=218/0-7-6,3=83/0-2-2 Max Horz 2=54(LC 8) Max Uplift4=-8(LC 8),2=-101(LC 8),3=-38(LC 12) Max Gray 4=26(LC 18),2=227(LC 18),3=110(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;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 Comer(3)-3-2-0 to 1-0-15,Exterior(2)1-0-15 to 6-10-5 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 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)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)4,3. 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) � _ci) PR OFnesi$' 2=101. c 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. G �NG)N`�' /O 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,-_,N-• ?i 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. �� :9200 P E 17.., r The building designer shall verify that this parameter fits with the intended use of this component. -10,-# 72_ , OREGON kiCC' <O ;9y 14 VNP- ' R R 1IA- EXPI RES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek8r 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 applicability 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 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 truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job r Truss !Truss Type 'Qty Ply Mission Homes MM2 i ! K3385668 B1702220 Bu d Beaverton Truss,IY01 CAL HIP 1 1 Job Reference(eptiongy Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:53 2017 Page 1 ID:2vpwsg_FMhRGBBKhdLi6bfz2ffN-e6ZccmOmd2gNzxwKh8TZK8vkg1 ufhOomF4T9u3z15U8 1 A10Q--_. f-__. _-.-- 3_-_ 15 -_-.__--3:10-1 _.. __. 6-6-8 - - 9-11n8 1-10-8 3-5-15 0-5-0 2-7-9 0-5-1 --- - - 2-11-15 1 Seale=1:22.9 5x6 4x6 5.00 12 --_ X 8 10-4 Or ei m 5 4 2 ,f-1 a d io 4 di 1 `,, • 7 11 12 13 6 3x6 3x6 2x4 I I 3x4- 3x6 _ 3-5,16 6-11-9 f 9-11-$ i 15..--- 3-5-14 _ _------.. 2-11-15 Plate Offsets(X YYY j2 0-3 22 0-1-�j3 0-3-0,0-1-12],J5:0-0-0,0-0-13115:0-1-2,0-6-51_ LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. I DEF L. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.01 5 n/a n/a , BCDL 10.0 Code IBC2015/TPI2014 I (Matrix) 1 1 Weight:41 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE .. Right:2x4 DF Std-G I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer jInstallationuide. REACTIONS. (lb/size) 2=740/0-5-8,5=580/Mechanical Max Horz 2=41(LC 10) Max Uplift2=-130(LC 6),5=-81(LC 11) Max Gray 2=939(LC 29),5=655(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1179/163,3-8=-1024/173,8-9=-1024/173,9-10=-1024/173,4-10=-1024/173, 4-5=-1186/165 BOT CHORD 2-7=-126/1072,7-11=-133/1062,11-12=-133/1062,12-13=-133/1062,6-13=-133/1062, 5-6=-127/1037 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 0 3)Unbalanced snow loads have been considered for this design. PROF 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �\GJ��'�GI NEF�`r/O non-concurrent with other live loads. 7 2 5)Provide adequate drainage to prevent water ponding. 414 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �' 89200PE 9r 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 will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. ----ow 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) -yL OREGON X44/ 2=130. 11)Girder carries hip end with 4-0-0 end setback. /Q .Q y 14 2-° -,., 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q` 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MFR R I4_\- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)134 lb down and 50 lb up at 6-9-12,and 134 lb down and 50 lb up at 3-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verify design parameter:and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 Mt 1 a truss system.Before use,the building designer must verify the applicability 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 Mer is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IY� 1 Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. { Corona,CA 92880 Job � Truss Truss Type Qty Ply Mission Homess MM2 f K3385668 B1702220 Y01 CAL HIP 1 1 IJob Reference(optional" Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:53 2017 Page 2 ID:2vpwsg_FMhRGBBKhdLi6bfz2ffhl-e6ZccmOmd2gNzxwKh8TZK8vkg1 ufhOomF4T9u3z15U8 NOTES- 15)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSVTPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 16)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 Uniform Loads(plf) Vert:1-3=-64,3-9=-94,4-9=-64,4-5=-64,2-5=-29(F=-9) Concentrated Loads(Ib) Vert:3=-107 4=-107 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 braang 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 truss systems,see ANSIrTP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job r ITuuss Truss Type Qty Ply is -- Mlslon Homes MM2 K3385669 IB1702220 Y02 .COMMON .,2 1 -- 2222- - 2221 - 2277. I-- _.. i - -2772 Job Reference(optional) i' -.. 1121- .tries. -- 2222- 2017 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:5363Page 2017 Page 1 ID:2vpwsg_FMhRGBBKhdLi6bfz2ffN-e6ZccmOmd2gNzxwKh8TZK8vIV1 uHhOUmF4T9u3z15U8 I--.. X10-8.--- I--_ _.. __ -_ 5-212._ 9-11-8 _._ 1-10-8 5-2-12 4812._. 171 2-----.1 Scale=1:22.1 4x4 3 5.00 12 8 --- 9 u 7 6 4 -1 2 277 7 -. kg 0 1 5 3x6 3x6 2x4 i 3x6 1777. - 2177 -. 2-12..-. 7177 f---. __.- _. -.9-11-8_. 5-2-12 4- . 7771 7772 2227__ Plate Offsets(X Y( 12:0-3-2,0-1-81[4:0-0-0,070-131_14:0-U0-6-51 TCLL LOADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.03 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:35 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 DF Std-G be installed during truss erection,in accordance with Stabilizer Installatiorguide. REACTIONS. (lb/size) 2=555/0-5-8,4=391/Mechanical Max Horz 2=53(LC 12) Max Uplift2=-88(LC 12),4=-37(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-565/90,6-7=-513/91,7-8=-487/99,3-8=-475/103,3-9=-493/98,4-9=-565/90 BOT CHORD 2-5=-29/446,4-5=-29/446 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 2-2-12,Exterior(2)2-2-12 to 5-2-12 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs �� .c O P R OFFS non-concurrenttrussasewendesigrledforas.1 psfany � �NC71INEL- 07- c..--' 7- 5 This truss has been designed for a 10.0 bottom chord live load nonconcurrent with other live loads. 6)0 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 �� ?i fit between the bottom chord and any other members. 4C-- 89200P E '9r- 7)A plate rating reduction of 20%has been applied for the green lumber members. 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)2,4. / -- �.. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - lA 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. Q The building designer shall verify that this parameter fits with the intended use of this component. "9 OREGON �(/ G/0�AiI' 14 2•Q'N +� MRP- FRRIL�- EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 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 building designer must verify the applicability 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 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 truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job a Truss Truss Type lOty Ply Mission Homes MM2 K3385670 B1702220 YHR ,DIAGONAL HIP GIRDER 2 1 I i 1D:2vpwsg_FM1 Job Reference(optional Inc. En 011:2 -_01 Pagel Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:54 2017 Page 1 hRGBBKhdLi6bfz2ffN-617_g6POOMoDb5V WFr_otM RyyQ HnQ sAvUkDj RVz15U7 I __. __.___334.___ -I ___. 2-9-3 ---._ - - 1 -__. 5-6-6__ - _- 1-3-4_._-.._- i 3-2-0 2-9-3 2-9-3 _... + 1-8-14 Scale=1:20.4 4 3x4% 3 3.54 12 3x4 i ro d 3x4 N 6 3x6 \\ Oil 5O. r e: 2 • o . 4410.. 1 2-9-3_ ---I_. _.. 5-6-6 1 2-9-3 2-9-3 Plate OffsetsjX Yk- 12:0-2 7,Ed�c LTCLL OADING(psf)550 SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 2-3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 2-3 >999 180 BOLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G 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. (lb/size) 2=210/0-7-6,3=124/0-2-2 Max Horz 2=55(LC 8) Max Uplift2=-98(LC 8),3_50(LC 12) Max Gray 2=216(LC 18),3=163(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;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 Comer(3)-3-2-0 to 1-0-15,Exterior(2)1-0-15 to 7-3-4 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber 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)2,3. �E) P RQFF 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. (.9^ 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� NG'NFEAO 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 4� 89200PE '91- -4. 4,,,, t, A�� <0 l9)- 14 2-°1 P+ All)- 14 EXPIRES. 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 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 truss systems,see ANSUTPN Quality Criteria,DSB-89 and BCSI Building Component ' 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job M (Truss Truss Type Qty '''Ply Mission Homes MM2 K3385671 B1702220 Z01 MONO TRUSS 1 1 Job Reference(optional) ---_-- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:54 2017 Page 1 I D:2vpwsg_FMhRGBBKhdLi6bfz2ffN-617_g6POOMoDb5V WFr_otMR_rOGxQsAvUkDjRVz15U7 2-11-8 Scale=1:11.0 2 3 2x4 I' 5.00'12 1 I ko+- 3x4- 2x4 4 ___.. __ _ ____ ____24i 8 -.__. __._.._. -I 2-11$ Plate Offsets(X.Y)- [5:0-2-0 0-1-5] 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 0.06 Vert(LL) -0.00 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.00 1-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix) Weight:10 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=100/0-5-8,5=130/Mechanical Max Horz 1=44(LC 9) Max Upliftl=-9(LC 12),5_24(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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. PROFF 6)A plate rating reduction of 20%has been applied for the green lumber members. Ql 7)Refer to girder(s)for truss to truss connections. NG N EF s� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '4410)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. OP 89200 P E l The building designer shall verify that this parameter fits with the intended use of this component. yL , OREGON Q./� /O '1)' 14 SQ7\ MER R 10- EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111" 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 verify the applicability 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 braang 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 braang of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job t 'Truss Truss Type !Qty Ply Mission Homes MM2 r K3385672 61702220 Z02 I MONO TRUSS 2 1 __------ ----- --.---_-_I. __... _ __... _IJobReference j tiont)__-_- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:55 2017 Page 1 ID.2vpwsg_FMhRGBBKhdLi6bfz2ffN-aUhM 1 SQ09fw4CF4ipZV1 PZ_5_gbA9JQ3iOyGzxz15U6 r __.. . - 148 __. _ t..- -_ -. - -._.-- 2-11 _-_.---- ---__ 1-10-8 2-11-8 Scale=1:12.4 3 4 2x4 '! 5.00 112 7 2 � s 1 ' I r 1. I�, s 1 I 3x4 ---._-' 2x4 ii 5 -_. _ -.. -_. ----_511-8 __.._ I 241-8 Plate Offsets(X.Y)-- 10:0- - ,0 0=1-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.00 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.00 2-6 >999 180 TCDL 7.0 ( ) BCLL 0.0 Rep Stress Inc: YES WB 0.00 Horz(CT) 0.00 6 n/a n/a Code IBC2015/TP12014 (Matrix) Weight:Wei 13 lb FT=10% BCDL 10.0_ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=293/0-5-8,6=71/Mechanical Max Horz 2=57(LC 9) Max Uplift2=-85(LC 8),6=-19(LC 18) Max Gray 2=383(LC 18),6=83(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. t`Q� D PRO FS 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. E F 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 �� GINE - '- °" fit between the bottom chord and any other members. •N F .4- -,e- 7)A plate rating reduction of 20%has been applied for the green lumber members. 'LJ 8)Refer to girder(s)for truss to truss connections. 89200P E 9r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1111,/54•10"" 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 01 rt- ' �+••' yOREGON �4/ L ,� tx <O 'ik142Q:\ P-�- MFRRIL\-1e, EXPIRES: 12/31/2017 June 30,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 building designer must verify the applicability 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 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 truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION sj" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. iii4k. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS �'�1 fi, 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p 4may require bracing,or alternative Tor I trLc) ., 11),021Opp i p bracing should be considered. 3. Never exceed the design loading shown and never 1-440, ® stack materials on inadequately braced trusses. O 4. 4. Provide copies of this truss design to the building P 9 For 4 x 2 orientation,locate czs cs css H designer,erection supervisor,property owner and plates 0- 'h4'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 1 software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is , ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �! Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 11 Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■E11 10 reaction section indicates joint 11161=1 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ��e 18.Use ofrear or treated lumber may y pose unacceptable ► environmental,health or performance risks.Consult with j project engineer before use. Industry Standards: MI1 ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, F/I iTe I® 20.Design assumes manufacture in accordance with 1 Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015