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Plans (423) mile � T2C7 - o35 �.7 uj A1/4/ -- MiTekg' MiTek USA, Inc. AFElb,fir711/Fut 250 Klug Circle Corona,CA 92880 �, 4Q 951-245-9525 Re: B1702220 ARD Mission Homes MM2 IITV ` i �6pgpy} 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. PROFFss ��\� NGINE9 >� 2 89200PE r O � yG , OREGON �tv 'O -9y 14 2(3.‘,60Z‘" SFR R • EXPIR ' igeig 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. �... __ y 1MissionHomesMM2._._._- Job Truss Truss( Type Q - _ ty IPI i B1702220 A01 CAL HIP K3385625 1 q ii _-.. J Lob Reference(optiona� j Pro-Build Beaverton Truss, Beaverton,OR 97005 _ -- - -- -- - -- - 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:12:12 2017 Page 1 I D:Bi I LaG3iCvrJwM V Wa397i1z2 Rgx-KDa601u2HS W BYeI R01 EyAViidVj LaeRkgB2Uyxz15Un 5-10-15 E.1.1--110-5.-88 1 10.8{ 5-3-13 5-5r9.. 11-9-0 _-1 15-10-834-8-3 --- 24-1-8 25-9-0 28-3A 34-1-1 31E6-t7 - 40.0-0 {t-1-8 1-10.8 5-3-13 0-1-03 5-10-1 4-1-8 r --- -- -- ----- 0-5b 8-3-0 1-7-8 i 23-0 { 5-10-1 -5-3-13- __- -1 10-8 0.1-13 Scale=1:76.9 5.00 12 5x10 \\ 4x4' 2x4 '' 8x8--= 2x4 I I 4x4 5x10 Ii �• \ _ I - SII r, 2 'r; Y 10 X11 _ y . - I , __. 19 18 17 - -.—. _ _ ��\1i�lolN 24 23 Y9 22 21 3x8 - 2x4 II 3x8 =- 15 14 30 13 12 8x12 -= 5x8= 5x8 7x14 MT18H 2x4 II 8x12 2x4 .I 7x14 MT18H ( ) [3:03-8 0-2-0] [6:0-4-0,-0-4-8],[9:0-3-8,0-2-0],[[12:Edge,0-6-7],[13:0-1 15,0-1-8],[16:0-9-8,0-3-8],{ [17: 34� + 44� ,0 - -- 5-M3._ _ 6-5-3 1-8-8 2. 0 { $3-0 _—_ 1-7-Q x-60 - - 43 5-313 Plate Offsets X Y :0.1-12,0-1-8],[19:0-2-12,x1-8],[20:0-9-8,0-3-8], __123:0-2-8,0-1-81,124: 91 Ee_,( 6-71_ LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.89 18 >531 240 MT20 220/195 (Roof Snow=25.0) ( ) 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 Ina' NO WB 0.92 Horz(CT) 0.28 12 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 I (Matrix-M) Weight 706 lb FT=10% LUMBER- 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(Ib)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, ��k�p PROFFss/�2 13-16=-715/5577,9-13=-1041/321,2-23=-856/6226,10-13=-850/6235,4-19=-315/2819, 6-19=-822/227,7-17=-730/195,6-17=-776/254,8-17=-341/2775,3-20=-1305/9765, 9-16=1265/9831,5-19=729/196 �� NNE9 NOTES- $92GI00PE 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. ;��..a/ Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. tr 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 4 OREGON !(� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. /O '9 14 14°�Q+ 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 (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ME R R I L\- 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 psfoverhangs non-concurrent with other live loads. on 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 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 11117 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 Wel(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IY' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPH Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 � 1 Job Truss !Truss Type rQty Ply Mission Homes MM2 K3385625 181702220 A01 CAL HIP ,1 __._.. 3 Job Reference(optiong) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:12 2017 Page 2 ID:BilLaG3iCvrJwMV Wa397ilz2RgX-KDa601u2HS WByel Rol 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 purlin 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 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 kir 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 'Y1 A1Tek• 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 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 It Mission Homes MM2 K3385626 B1702220 A02 ,CAL HIP 1 1 l Job Reference ID:, 292 �ek Industries, onal) I BilLaG3iC nySgvSGQFwn?WISB2c21HVXbOpzl5Ul Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep vrJwMVWa397iIz2Rg0i.MiTek 5-10-15 7-5-9 34-1-1 36-0-0 r1_10-8_[ 4-0-0 56-9 -3.13 11-9-0 15-10-8 24-1=8-_.. 25-9-0, 28-3-0 342.-6-3-7732 3.3 7 40-0-0 41-10-8 :!.-if- T;33 4-0-0 '1-5-9 114-1311 4-3-7 I 41-8 + 8-3-0 178 280 4-3-7 0.1-13 0.5-6 4-0-0 1-10-0 0-5-6 0-1-13 1-4-13 1-5-9 Scale=1:76.9 10x10 5.00 1112 4x6 4x4 - 8x8 = 4x4-- 4x6 10x10 349 10 33 3x6% �� x 5 6 _._ _ _ax �o---.>c -x M, 3ArrilWr -- - — } 3x6r 0 � 31� � x. � rK//s/s�B - 1d d 29 F/ til -... -� 12 'ir 4 A 1 2 � / simumminlaPir 13`r 1 ': 22 21 20 i9_.-_ i IT oto 28 27 26 25 24 4x6 - 4x8 4x6 -- 18 17 16 15 14 10x10% 5x8=- 8x12 - 9x16 MT18H=. 2x4 '.'' 8x12-= 5x8 10x10 2x4 9x16 MT18H I 40-0 7,313 I 11-9-0. 113 i 15-10-8 I 241_9 1259-01 289 0 1 32-8-3-_ l 3699 t 40,09 4-0-0 3-313 4-5-3 -8 _2-5,0 8-3-_O 1.7-8 _2_.-6-D _ 4-5-3 _3413 4-11 _ Plate Offsets(X Y)— W0,4,4,(1-3-01,17:0-4-Q,0-4-131,110:0-4-4 0-3-01,(19-0 4-8,Ed e]115:0-3-9,0-1-121119:0-10-4,0-5-0],j23:0-100-5-0] [27:0-34,0- 121,128:0-4-8„ ;g1 LOADING(psf) 7 - TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow 25.0) Plate GripDOL 1.15 TC 0.67 VertLL -0.93 21 >509 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT) -1.31 21 >363 180 MT18H 220/195 BCLL 0.0` Rep Stress Incr NO WB 0.65 Horz(CT) 0.35 14 n/a n/a Code IBC2015/TPI2014 BCDL 10.0 (Matrix-M) Weight:255 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr C*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.18Btr 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 cross 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.18Btr G Installation guide. 1 2-28,12-14:2x6 DF No.2 REACTIONS. (lb/size) 28=2239/0-5-8,14=2245/0-5-8 Max Horz 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(lb)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, 30 PR0FF 821=189575,9-20 241 1374,4-23=-1727/47/19,10-19=-712/4745,6-22=-927/219, \5<C GINE�c9`rim 3-26=-135/872,3-27=-559/139,2-27=-574/3618,11-16=-135/871,11-15=-557/140, ,C? 0 12-15=-568/3628 89200PE �r NOTES- ~' 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 ,• (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ��jr . 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 >� 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 L/O�qY 14 2°�� 1� non-concurrent with other live loads. R,P 5)Provide adequate drainage to prevent water ponding. MFR R A- 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. EXPIRES: 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 MII-7473 rev.10/03/2015 BEFORE USE Design valid for use ony with MiTek®connectors.This design is based only upon parameters shown,end is for an individual building component,not ��a a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I tY�P iTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 1 IC fabrication,storage,delivery,erection and bracing 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 IJob _1_ - _- -_r _ r --- --_- ITrs 'Qty Ply 1IMissionHomesMM2.___. Truss _.. Truss Type _.... _. IP 81702220 _ - , A02 K3385626, I . -._.. .--- -- -- i 1 Job Reference1gptionag_. Pro Build Beaverton Truss, Beaverton,OR 97005 -- —1 7.640 sSep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:14 2017 Page 2 NOTES- I D:Bil LaG3iCvrJwM V Wa397iIz2RgX-HbisORwlp3mvnySgvSGOFwn?WISB2c21 HVXbOpz15U1 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 Ib 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(plf) Veil: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(pit) Vert:30=-64-to-5=-94,9=-94-to-33=-64 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10Po3/2015 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 Mr 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 SCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P Corona, Klug Circle CA 92880 Job Truss Truss Type ]Qty 1Ply Mission Homes MM2 01702220 'A03 CAL HIP 1 1 K3385627 - ID:BiILa: __. IJobReference(optona*.._. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:16 2017 Page 1 G3iCvrJwMV Wa397iIz2RgX-D_gcr7xYLgOd 1 FbD1 sluKLtOp6BFWR5JkpOi5iz15Uj 5-10-15 7-5-9 34-1-1 36-0-0 -1-10-8 4-0-0 5-5-9 3-13 11-9-0 i 15-10-8 j 24-1-8 25-9-0 1 28-3-032-6 7 32-g-3 34,6r7 40-0-0 41-10-8 1-10-8 4-0-0 1-5-91 1' 1 8 8-3-0 4-3-7 4- --- _-- 1-7-8 2-6-0 i__. 4-3-7 0 13 0-5-0 -.. 4-0-0 1-10-8 0-5-61-4-13 1-5-9 Scale=1:76.9 5.00 12 8x12 - 5 4x6-- 4x4 8x8 -- 4x4=-= 4x6 12 8x12 - I 4 5 6 36 7 8 9 3710 • 11 3x4 32 _x _ __2< x Xi x.4 _LK I x. a� x x---- iirsioh ,I 2 rn _ 6. - - i_ __it9 } _ 33 3x4 31 _.. _ - 13 v 3 A. k� Ir n - - 34 d o' 14 A i 6 l • -- .-. ..:_ -..�._ �_ 15.E _. _.. b '��— �I'!'.� 15161 7.1 1 -- - - - 21 .1"---24 23 22 '- 30 29 28 27 26 4x6 4x8 -= 4x6 20 19 18 17 16 8x8 5x6_ 8x12 9x12 MT18H - 2x4 I 8x12 5x6== 8x8 2x4 I I 9x12 MT18H r.- 40--0 I 7- 13. {. 11,9-4... J3-54,15-104. ., _ 241_-8. _25-9-0,.28-3r0 32-8-3_ i.. 3844 t_. 40-0-0 1 40-0 2-3-13 1- 2-5-0 —0 1 2-6-0 444 3,13 0-0 Plate Offsets LX,N1)-- j4:04-15,071-121,18:0-4-0,0-4-8M11:0-6-15,0-1-121,(16:0-3-8,0-2-0],117:0-2-0,0-2-4J,j21:0-7 120-5-0j 125:0-7-1_2,0-541[29 0 2�0 0-2-4].[30:0-3-$,0-2-01-_ -F LOADING(psf) f =- TCLL 25.0 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 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.30 16 n/a n/a BCDL 10.0_ Code IBC2O15/TPI2014 (Matrix-M) 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"Excepts 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 C*Except' 25 28,18-21,4-25,11-21,2-29,14-17:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing 2-30,14-16:2x6 DF No.2 be installed during truss erection,in accordance with Stabilizer Linstallation guide, 11 REACTIONS. (lb/size) 30=1980/0-5-8,16=1985/0-5-8 Max Horz 30=55(LC 16) Max Uplift30=-254(LC 8),16=-251(LC 9) Max Grav30=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 4-28=-982/301,25-28=-761/3990,6-25=1060/171,10-21=-1048/177,18-21=-755/3999, ��,��D PROFEss 11-18=-993/295,6-24=-104/1092,8-23=-433/100,7-23=-139/480,9-22=-714/137, 9-23=-151/461,10-22=-116/1073,4-25=-536/3964,11-21=-521/3989,7-24=-724/131, �Cj �NGINEFR /� 3-28=-2251159,3-29=-473/152,2-29=-656/3121,13-18=-225/758,13-17=-471/153, C? 2 14-17=-651/3131 �� NOTES- 89200PE -9t' 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)11-9-0 — • 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 d f' forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 y OREGON 4/./2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;C1=1.1 LIQ�,9y Z 14 `113N t` #C 3)Unbalanced snow loads have been considered for this design. t I 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 ',y/ER R I LL non-concurrent with other live loads. 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. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 11 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 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 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 ANSIrrP11 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 Oty Ply -Mission Homes MM2 K3385627 B1702220 IA03 CAL HIP ,1 1 1 . 'Job Reference(option I 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:Bil LaG3iCvrJwM V Wa397ilz2RgX-D_gcr7xYLg0d 1 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 purlin 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. 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 bradng 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component I 250 Klug Circle rm Safety Infoation available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job -- Truss Truss Type Qty SPIY _.-- Mission Homes MM2 I .B1702220 'A04 CAL HIP j11 1 K3385628'- -- _-- - -- ---- i- i --Job Reference(optiona4 30 Pro-Build Beaverton Truss, Beaverton,OR 97005 - --- — 1- 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:18 200Page 17 Page 1 ID:BiILaG3i CvrJWM V Wa397iIz2RgX-9NyNGozptIGKGZIbBHLMPmyiAwuo_SdcC7Vp9az15Uh 6-0-0 11-9-0 28-8-3 3467 -110-8 569 5,-:350-15 _-_11-3-13 71 15-7-14 24-4-2 --.-_ 1-45--"1 S&0 28-3-028407 _. 34-4-0 34-p 1 __- 40-0-0 41-10-8 1-70-8 _-- 5-5-9 _ 53-13 0-1-3 3-10-14 - 8-8-3 I1-4-14 2-6-0 0-3-7 5-3-13 0.1'-11 5-5-0 7-70-8 0-1-1 0-3-7 0-1-13 0-56 Scale=1:76.9 5x12 4x4 - 2x4 4x4 - 5012 C 5.00 12 4 4 -535 36 6 txi 37.. 7A8 >zs 3.8 3x6 - -- -[a ____ _ :--• X30 \\:=4, 31 3x6\3 rb, 7i 29 1 9 nN2 28 • � n �1 27 �� ----- � - _. __ 16 ' z ; __.-- - •1033 17 2x4 :2 19 0 0 22 21 20 14 13 12 408 - 15 10010% 8012 - 204 it 2x4 II 8x12 -- 10010 8x12 -- 2x4 8x12 - 2x4 2x4 II 12-10-8 11-9-0 26-4-0 28-8-3 6-04 : 11-3-13.-__ .11$9 11`$15-2-14 24-4-2 5-9,0 +2&3-0_..._ -___34-0� - I 40 4 6-0-0 53-13 0-i'- 0.7-0 2-2-0 863 1-4-7d 1-11.006 5-3-13 8-00 0-3-7 0-7-0 . 1 3 Plate Offsets(X Y) j12.0-4 8 Edge![16:0-4-120-243,[18:0-412 0-2-41 122:0-4-8•Edae]J23 0-2 ,0-1 OJ,[25:0-2-4 0-1-�_ LOADING(psf) T - — TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 BCLL 0.0 Rep Stress Incr NO ' WB 0.55 Horz(CT) 0.21 12 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:255 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 4-8:2x6 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* 4-20,8-14,2-21,10-13,23-24,25-26,18-21,13-16:2x4 DF No.t&Btr G MiTek recommends that Stabilizers and required cross bracing 2-22,10-12:2x6 DF No.2 Ibe installed during truss erection,in accordance with Stabilizer I Installation guide. 1 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 Gray 22=2756(LC 31),12=2762(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 ��ED P R OFFss WEBS 4-18=-285!1701,8-16=-280/1710,5-18=-1896/485,6-17=-717/245,5-17=-141/645, 7-17=150/630,7-16=-1882/494,3-18=-222/927,3-21=-783/275,2-21=-889/3642, oto NGJNE.k, /� 9-16=-215/940,9-13=-792/269,10-13=-887!3644,18-21=-859/3999,13-16=-814/4002 �V /L NOTES- :9200PE 9r 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 7-0-14,Exterior(2)7-0-14 to 11-3-12,Interior(1) i11111 . 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 • Q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 "7/.... 4 OREGON �!(� 3)Unbalanced snow loads have been considered for this design. /Q '9' 14 2. Nb' '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 non-concurrent with other live loads. MER R I L'- 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. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 1 A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 lin 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 end to prevent collapse with possible personal injury end 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 1Job Truss (Truss Type 'Qty 1Ply Mission Homes MM2 K3385628 B1702220 A04 CAL HIP 1 1 L-... __... 1JobReference ioptional)____ 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 BiILaG3iCvrJwMV Wa397ilz2RgX-9NyNGozptIGKGZIb8HLM PmyiAwuo_SdcC7Vp9az15Uh 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 Vu"gypsum 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. 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(B=-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 MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IIIIII 1f 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 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 ANSIiTP11 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 92890 Job 7 Truss ;Truss Type IQty !Ply I Mission Homes MM2 i 181702220 A05' CAL' HIP 1 1 K3385629 ,I Ji.:43 Reference 7.640 s J 7 Page 1 ID:BiILaG3iCvrJwMVWa397iz2 gX29 2015 o5137hU 3PvW2Wty GiNgUB112sjcsSlnvfR ek Industries,Inc. Fri Jun 30 11:20:20 vE z15Uf Beaverton Truss, Beaverton,OR 97005 tional) . 6-0-0 11-9-0 Pro-Build -1-10-8 1�+ -- Sb8 5,:15018 77-3-13 71 157-74 2�3 34-6-7 _ 26-1 2.-... S9-0 28-3-0__28'17_ _34-0-0 34-y 100-0 41 70-8 1-10.8 5-5-9 SJ-13 0-7 - 3-10.14 {--- 8-8-3 1-4-14 2.6-0 0-3-7 5-313 ai'-7 589 --- 1-10-8 0-1-1 0-3-7 0-1-13 03.8 Scale=1:76.9 5x10 i 5 2x4 II 10 5x10 C 5.00 h2 4 4x4 -- 4x4 33 I_-rx ›___ ac_. x 7 as -ac 8_,X DK__ 1g 34 3x4% /38 39 �' 40 41 42 3x4�332ror' 11 2 31 _. ':r..i\ i. 35 �&230 \ - -�/ 36 rn 12 1�2_-- 232 21 ....4x8 -_.- ---- 2x4 i. _2 1 �,-�I� s ! 13�,, io 4 17 t5 14 10x10% 5x16 2x4 I I204 5x16 _ 10x10 8x12 2x4 8x12 2x4 I I 2x4 12-10-8 11-9-071 8-8-3 15-90. 28-8-3 1 _6-0-0 : 11-013 _0-1-13 1- ]5-2-6 2 600 S3-73 o-r-V3 o-7 2-2E - _ 2932 fi5-99 _ 26�-0 OS 54313 800-09 - 90�-0 0-3-7 0-7-0 1-1-8 Plate Offsets(X Y)--414 0-4B,Ed e 5 0-7-8 0 1 8, 180-4 12,44 0 20:0-4-12 0-4-0,123 0-5-0,0-1 8 24:0-4$Ed 4_125:0-2-4,0-144M:0-2-4,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP Roof 25.0 Plate Grip DOL 1.15 TC 0.61 VertLL -0.35 19 >999 240 MT20 220/195 TCDL Snow=25 00 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.54 18-19 >886 180 BCLL 0.0 Rep Stress lncr YES WB 0.83 Horz(CT) 0.17 14 n/a n/a Code IBC2015/TPI2014 Matrix-S) Weight:261 lb FT=10% BCDL 10.0 ( 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 WEBS 2x4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing 4-22,9-16,2-23,12-15,25-26,27-28,20-23,15-18:2x4 DF No.1&Btr G j Installationbinstalledguide. truss erection,in accordance with Stabilizer 2-24,12-14:2x6 DF No.2 guide,_ 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 Gray 24=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, 8-19=99/567,8-18=-1284/264,3-20=-204/627,3-23=717/231,2-23=-694/3304, ��?,E0 P R OPFsS 11-18=-196/640,11-15=727/225,12-15=-693/3306,20-23=-637/3766,15-18=-635/3769 NOTES- ��5 NGI NEF'9 i�'L 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 �� :9200PE 17 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 tight 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 (L� 3)Unbalanced snow loads have been considered for this design. ct 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 7G "�OREGON b '� non-concurrent with other live loads. 1 5)Provide adequate drainage to prevent water ponding. /Q '9}' 4 2-k)�QT 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MFR R I L- 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. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 MOM 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 bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component onent 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 , Job -- _ [Truss � 'TrTruss Type Qty Ply Mission Homes MM2 B1702220 1A05 Beaverton Truss, 7.66IA05 CAL HIP K3385629 - -- -- - ---- Job ReferenceAophonall J Beaverton,OR 97005 _.. ___ Fri J _ - 0 1— 40 sSep 29 2015 Mil-McFri ek Industries,Inc. un 30 11:20:20 2017 Page 2 laBiILaG3iCvrJwMVWa397iIz2RgX-5137hU- 3PvVV2Wty_GiNgUBl2sjcsSlnvfR_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 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)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 NI 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bradng T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �. Mi le k" 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 !Job Truss Truss Type iQty Ply 'Mission Homes MM2 ' i CAL HIP K3385630I 1 B1702220 A06 1 n 7.640 s Sep 29 2015 MiTek InduADev71 cInc. FFri Jun 30 172821 017 Page U1 I IJob Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 ID:BiILaG3iCvrJwMVWa397ilz2R e 15-10-15 26-14 I-1-10.8 ---.. -. 8-0-0 I _.13-1415. -.._. 15-3- ;. 20-0-0_.. � 24-1-1 2t 4_. _ 32-0-0 4�- --_.Wit-10-8. 1-10-8 8-0-0 5-10-15 1-4-l3 4-1-1 4-1-1 0.7- 5-10-15 8-0-0 1-10-8 0-7-3 1-4-13 Scale=1:74.3 5x8 4x8 =--= 5x8 5.00 4 1_. .2 ffa523 4-_-x25 6 28 '12 -- 3x4 i 20 27 1 3x4 :"1. r d 1 r ri r 19 28 sir 172 18 I •- 29 � 8 30 1 lel 'A --- ----15 14 --_ 3 - 12 11 10 10x10 4x8 3x8 5x8 3x8 4x8=-- 10x10 C I _. 8-0-0__. I_.__-.. 15-3-13 I 20-0-0_ l._.. 24-8 __. _.._32-0-4 __ 4444 -- - --- 8-0-0 7-343 4 8-3 4-8-3 6666 _7-313 _40 Plate Offsets(X Y)-110:0 4 8 0�3-8][11 0-3-9 0 1-8],113_0-4-0,0-3-4j [15:0-3-9 0 131,116:0-4-8,0-31 LOADING(psf) - SPACING- 2-0-0 CSI. ! DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.31 13 >999 240 MT20 220/195 TCDL Snow 25 0)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 1 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`Except` 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 at midpt 3-14,7-12 2-16,8-10:2x8 DF SS,2-15,8-11:2x4 DF No.1&Btr G - r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation gine. REACTIONS. (lb/size) 16=2178/0-5-8,10=2178/0-5-8 Max Horz 16=-84(LC 13) Max Uplift 16=-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 <(.50 P R 0Pess NOTES- 1)V1hnd:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS \5 �NGI NFF,9 �Q (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) �� 19-6-11 to 20-5-5,Exterior(2)24-8-4 to 41-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for 89200 P E 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 /� 3)Unbalanced snow loads have been considered for this design. 411111Pt15, � 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"' non concurrent with other live loads. 74, OREGON �4ir (/ 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. y 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 /O 14 2-°\ P� fit between the bottom chord and any other members. MFR R L�' � 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=418. AO)Girder carries t' in spans of 4-0-0 from front girder and 4-0-0 from back girder. EXPIRES: 12/31 J�017 o tinued on page z June 30,2017 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 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 �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 bradng is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I Mel( 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. i Corona,CA 92880 1 IB17ozz2o ITuuss y � ,-Truss Type Qty Ply Mission Homes MM2 A06 ,CAL HIP K3385630 1 'I Pro-Build Beaverton Truss, Beaverton,OR 97005 ID:B dLaG3iC 1JobRefe2eAm Tonal) nc 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:22 2017 Page 2 NOTES- vrJwMVWa397i1z2RgX-28Bu6A0JxVNnmIA3MN7PIac6KmXDYwCEC71T01Mz15Ud 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 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) Veil: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 MITEK REFERENCE PAGE M11-7473 rev.10Po7/2005 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 NE. a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent 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 ANSIITPIO Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle -- - -- - -.. _- - Corona,CA 92880 , ty y Truss Type -._ -- ----- -- Job Truss yp Q rpl 1 'Mission Homes MM2 B1702220 A07 COMMON I K3385631 -- �- --- _-� 1 1-- -- ID:BiILaG3i LobReference(oplion�___ _--_ Beaverton Truss, Beaverton,OR 97005 -- -ri --- --:-- 2 7-a --- 7.640 sSep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:23 2017 Page 1 Pro-Build CvrJwM V Wa397iIz2RgX-W KIGJ WI xiqudNKeZwwX6pfd 1 x WAfeDLLPCarozl SUc 0128.1 __... 5-64 _.12-120. __. J 17-0-0_. {._2049 j._.23-0-0 27-29 - j 680 -. X1-10-8 1-10-8 6-8-0 6-2-0 4-2-0 3-0-0 3-0-0 4-2-0 6-2-0 __ -._ , _ i 33.4:4._- 44-0-4_ 1-198 Scale=1:74.3 5.00 12 4x6% 4x6 6 7 8 9 3x6 3x4% �' - :' _.- - _ -_ 28 3x4 0 27 x6 3 5 10 426 11 29 •v `7n 4x6 0 oir" :12x6 m' 3 6X8 6x 2 2„:„......„,....-trt 24 \ 308 22 21 20 31 32 1933 18lii 5x8 - 3417 35 36 16 _-_. _ _ 3x4 15 3x8 5x6 -- 3x8 - 3x4 -- __. -0 - -- t - .179-0 1 20-0-Q 1 23-04 , __. -31.95 � _ 409-0 I 59-0 -4 3-0-0 3-0-0 ---- -8-4 8-04 Plate Offsets X 2:Ed 1 Y) 19e 4 2-0[,[13.Edge 0 2 j18:0 3 0 0.3- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.62 16-17 >762 240 MT20 220/195 TCDLSnow 25.00 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.78 16-17 >607 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 15 n/a n/a Code IBC2015/TPI2014Matdx) Weight:232 lb FT=10% BCDL 10.0 I - ( 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 REACTIONS. (lb/size) 21=1762/0-5-8,15=1762/0-5-8 Installation guide. Max Horz 21=102(LC 12) Max Uplift2l=-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(lb)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, QED P R OFF 22-24=-415/447,23-24=-415/447,19-24=-463/445,17-24=-463/445 ��G ss c5 �N-• F9 �0 NOTES- 2 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 9l (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 • — 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 /+ Cr 3)Unbalanced snow loads have been considered for this design. OREGON to4)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 LA - _ p, A. non-concurrent with other live loads. 0'� 14 Z" T 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' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FR R 1 L-‘- 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,with BCDL=10.Opsf. g8)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 1201/2017 C�Mrov d on page l connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,15. June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. MM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 101 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 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 bracing of trusses and truss systems,see ANSIJTPII Quality Criteria,DSB.89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job r Truss Truss Type Qty '..Ply Mission Homes MM2 K3385631 � B1702220 'ProBuidBeavertonTruss,'A07 ;COMMON 1 1 Job Referencejoptional) Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:23 2017 Page 2 ID:BiILaG3iCvrJwM V Wa397iIz2RgX-WKIGJ W1 xiqudNKeZxrwX6pfd1 xWAfeDLLPCaroz15Uc 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. AWARNING design �. Verily g 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 111111 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 B/1Tek• 1 • is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fY� fabrication,storage,delivery,erection and braving of trusses and truss systems,see ANSI/TPN 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 ! K3385632 'B1702220 A08 COMMONID 3 1 , -_. Job Referencefoptional) 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 97ilz2RgX-_WJeXs2aS80U_UCIVYSmf1 Cn5KtTO6nVa3y7NEz15Ub 1-1-10-8 i 6_99 1210-0 _-__ -I-_ 17-0-0_. __-20-09 23-0-0 I __-27-2-4 :.___... 33-4-0 _..1 __.. 49-0-4 -.. 141A0 8: I aI yr wa3 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 5.00 12 , 4x6 CI 4x6 C 68 3x4 3x4% _ -a. 27 3x6% - _._. _--2-1 1 3x6 5 26 3x6 I I 9 4 10 Y 11s j' sv 4x8 000/ 4x8 3 1 11 I 8x8 8x8 2 2� 24 \- 28 12 1 Y1 22 of :�� __ --- _- � -- 2x4 -s __ -.- _—._. III\3"0 20 19 29 30 1831 17 3276 33 34 15 14 3x4-' 3x4 3x8= 5x6 -- 3x8---- I _._.-. __.5-0-4._. I _. 17-09._ -_-. 1.._20-0-0H_-.2399 , _-.. 31.44_-....-__. I- _... 40-0-.4 9-0-0__ --- --. 8-0-0- _...3-0-0 3-0-0 6-1 :)- _.. __.9-0-0 - -Plate Offsets jX,Y} [2:0-3-4,0.-6A,112:0-3-4,0-6-0],[17:0-3-Q0-3-01. TOL DING(psf)5 0 SPACING- 2-0-0 I CSI . DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 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 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) 0.14 14 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) 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 puffins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 OF 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&Btr G WEBS 1 Row at midpt 3-20,11-14 JOINTS 1 Brace at Jt(s):21,24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. 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 ��EO P R OF4.t", NOTES- �1Gj NGINEc9 /O 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS tV 2 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 r 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 / . 3)Unbalanced snow loads have been considered for this design. .-ONO Q 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 MP y OREGON 40 4 non-concurrent with other live loads. l 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. /O '9Y 14,2. A. # 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �►I 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 ME'R R 0- 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)20=106, EXPI RES: 12/31/2017 Continued 1410= on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-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 e truss system.Before use,the building designer must verity the applicabilityof design parametersand properlyincorporate 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 M1Tek^ 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 ANSIrTPI1 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 Oty Ply I Mission Homes MM2 K3385632 B1702220 A08 COMMON 13 1 ID I7.640 s 29 PI Job Reference_Optional) i Pro-Build Beaverton Truss, Beaverton,OR 97005 BiILaG3iCvrJwMVWa 9i1z2RgX5WTXs2aS80U UCIVYSmf1Cn5 tTO6nVa3y7NEz152 Ub 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-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 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 k` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fY�B1 T IC 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. 1 Corona,CA 92880 Jo Trus Truss Type 61b02220 A10s 'CALIFORNIA Qty Ply 1 Mission Homes MM2 -- - - --- K3385633 1 I Job Reference(OOflonal) I 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 ID:BilLaG3iCvrJwMVVV8397ilz2RgX-wvQ0yX3g_IHCEoM8czUEkSH2b8brs1eo2NRER7z15UZ F1146.; -_..7-0-2 I __.13-9-10 _ 14-5-0- 20-00 -__ I -257-1 28-2fz._ 324144 I_ 40-0-0 -._ 41-1281 1-10-8 7-0-2 6-9-7 0-8 5-6-0 5-7-1 0-7-5 6-9-7 7-0-2 1-10-8 Scale=1:74.31. 6x8 2x4 I I 6x8 1 5.00 12 4 5 ' --- 23 6 24 5 2• 1fs- _. 21 3x4 27 3x4 in 3 8 :7-1 a -,,b. 20 rom! 28 _... 29 918219 �� 10 1 o - _ __ - _ 7j� 17 16 15 31 14 32 13 12 11 0 8x12% 4x8 '- 3x4 - 5x8 304 -- 4x8 - 8x12 i-.._ .791- : 13 10. _._ 1 249-0 -- _2629_ -_ -i___... 32-11-14 L..—_-.. 4099 -.. , 70-2 6-9-7 6-2-6 5 2-6 6-9-7 742 Plate Offsets.(X,Y)- 14:0-441,0_-1-121,17:0-4-0,0-1-121,[11.:0[11:0-5-0.0-2-_4112:0-3-9 0-1-x,114 0-4.0,0-3-01 [16:0-3-9.0-1-n117:0-5-0,0-24A -_____ _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 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 Ina' YES WB 0.68 Horz(CT) 0.12 11 n/a n/a BCLL 0.0 * Code IBC2015/TP12014Matrix-S10% BCDL 10.0 ( ) Weight:225 lb FT= 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(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 G that MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 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=-4007/456,9-29=-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 Rt.). P R OFF NOTES- *<, 'N ss 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 �� EFi9 /O2 (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) GV 9 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 :2,9G2402 00P E 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=1.1i 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 O CC non concurrent with other live loads. 7 OREGON �!(/ L 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. /O '9)' 14 2 0� 11 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 M e)v- fit between the bottom chord and any other members,with BCDL=10.0psf. FR RIO- 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: 12/31/2017 Continued on page 2 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 tar a truss system.Before use,the building designer must verify the applicabiity 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 IY�R liter° 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 braung of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI 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 1 Mission Homes MM2 B1702220 A10 CALIFORNIA 1 1 K3385633J Reference(optional) 7.640 ID:BilLaG3iCvrJwMVW s Sep 299015 Q0yX3Industries, _IHCEOMBozUEkSH2b8brs1eo2NRER7z15UZ NOTES- 10)Pro-Build Beaverton Truss, Beaverton,OR 97005 a397iIz2R X-wv0 X 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)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-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 bracing 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 ANSI/7PIM 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 TrussType 'Qty Ply 'Mission Homes MM2 1. Tr B1702220 All CALIFORNIA 1 1 K3385634 2015 ek es,Inc. Fri Jun 30 11:20:28 2017 Pa ID:BiILaG3iCvrJwMVWa397iIz2Rg s9Y9ND54TWMXwTStnW VkOWiptMNGyGuKzW4VhwKW?z15UX1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s 1-1.-108,.. 10-2.-.._ I__- _13,9-10 ] 64 -_- 240-9 25,7A 22_16 32-111-4. -__ t-_ 44-4-0_. i41-10-8 1-10-8 7-0-2 6-9-7 -..0-8- 5-6-0 5-7-1 0-7-5 __. 6-9-7 _.. 7-0-2 - 1-10-8 Scale=1:74.3 6x8 22 5 2x4 II 8 296x8 5.00 112 4 6 I 21 # _— - 4tl 30 23 24 25 •I 26 27 28 3x4 3x4 :11 20 3 9 m IN ui 2 19 ti Y1 -� 32 10 18 17 16 33 15 34 14 13 12 10x10 % 5x8- 3x4 == 6x8= 3x4 - 5x8 --- 10x10 742 _._ r _ A3-914 -.. 20-9-Q- } i-- __ 6,2-6 I __ 32-11-14 6-9-7 -__ -40A,0 --. -_ - 7-0-2 6-9-7 2-6 - --.. 628 - 6-9-7 -- _ 71 -2 - Plate Offsets(X Yl j4:0-4- 0-1-12],17.0-4-0,0-1-121,j12:04-8 Erick e],(13:0-3-9 0 2-0],115 0-4 8],0,0-3- 17;0-3-9,0-2-03,-(18:0-4-8 Edaej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TOLL 55.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.33 15 >999 240 MT20 220/195 TCDLSnow 257 o 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 1 Code IBC2015/TPI2014 (Matrix-S) l 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 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 12=1953/0-5-8,18=1953/0-5-8 l0atallatl9n guide. Max Horz 18=-93(LC 13) Max Upliftl2=-246(LC 13),18=-246(LC 12) Max Gray 12=2660(LC 31),18=2660(LC 31) FORCES. (Ib)-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, 9-14=-530/111,2-17=-695/3359,10-13=-095/3359 ' ,c 1 ' PROFFss NOTES- \c I�NG(NEF11 /01)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 'VC7 2 17 (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) :9200 P E r- 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 3)Unbalanced snow loads have been considered for this design. 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 overhangsIP �Q non-concurrent with other live loads. 74. 4 OREGON b A 5)Provide adequate drainage to prevent water ponding. /O 1)- 14 V\ 1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. M Q` 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 ER R ILA- 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. 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, 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 rec.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 IIMiTek' 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 Safety Information available from Truss 9 P Plate In 250 Klug Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. , Circle Corona,CA 92880 I Job Truss Truss Type Qty Ply I Mission Homes MM2 • K3385634 B1702220 �A11 1CALIFORNIA 1 1 � 1 __. Job Referencejo�ltiona� Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:28 2017 Page 2 I D:Bil LaG3iCvrJwMV Wa397iIz2RgX-sIY9ND54WMXwTSW WkOWiptM NGyGuKzW4VhwKW?z15UX 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)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 MITER 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 bill , 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 �1Te 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 braang of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. p Corona ug 92880 IJob Truss Truss Type Qty -Ply i Mission Homes MM2 K3385635,i B1702220 Al2COMMON 1 1 Job Reference_Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:30 2017 Page 1 ID.BilLaG3iCvrJwM V Wa397ilz2RgX-pggvnv6K2_ndiPgvrpYAul SpGlvLonDNz?PRauz15UV .4-19-9 _.__ 6-8-0 12-10-0 1- 1740 __ i_ 200-0 T__23-0-0 i_ --27-2-0 I. 33-4-0 I–_- 49-9-0 __r4149-9{ 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 3x4 i 27 L'• _4".. 28 3x4 C 3x6 26 5 10 29 4 ,,,,/\ 1 m 4x6 O I 4x6 C 12 6x8 — -�, _._ 6x8 - 2i.5 ,e—"" 24 \ 30 13 or ___.. — 3x6_.'- _.tL' 'Cr 21 20 31 32 1933 185x8 34 17 35 36 16 - 15 3x4- [Job Truss Truss Type 1-Qty Ply [Mission Homes MM2 --- - 81702220 'Al2 'COMMON 1 1 K3385635 ionall ,' 017 Page 2 ID:BiILaG 7.640 s Sep 7i9 2015 MiTek tvnv8K2nndiPgvrpYAulSpGlvLonDNes,Inc. Fri Jun 30 �PRauz15UV Pro-Build Beaverton Truss, Beaverton,OR 97005 NOTES- 3iCvrJwMVWa397iIz2R X- 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 ANSIITPI 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 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 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 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,13513-89 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 ,AG l CAL HIP - K3385636 1 2I 1 Job Reference..fooMnall_. _ 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 --- --- 11- - 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:32 2017 Page 1 ID:BilLaG3iCvrJwM V Wa397ilz2RgX-13ogCb8bab1 LyjgHzDbejX3fZbWGhxgQluYfnzl5UT i1-108 5-2-0 124-15 28-26I{ . &5-13 11-9-10 10-1-3 .14-9-121 -10 23-10-12 { 27-7-1 28�0�I�_ _3163 + 3410-0 t 40-0-0 41-1-8 1-10.8 5-2-0 33-13 +--33-13 0.1 3� 2-4-13 86-12 __- 36-5 4 §' 33-13 - --- 0-5-8 33-13 5-2-0 11-106 0-1-13 Scale=1:78.7 2x4 'I 2x4 I I 5x16 5x8 6 8 2x4 4x4 - 9x12 MT18H 1 5.00 j12 5 9 10 11 3x4 _. 7.rQ 08 SK ;X »_ lm _. X. 3x4 3x4 4x83 '� 30 31 :i --- A�. 13 v 4 �a i 108 0 3x4 i 29 0 14 3x4 2$ \\ I I �i -y: 3x4 33 iJ'i `111 - - -- l �, 11, -__ t ll _ _-7 ( 1 --A 16 `moi 8x12 27 26 25 24 23 22 21 20 19 18 17 7x14 MT18H 2x4 I I 4x4- 9x12 MT18H- 4x12 I, 4x8 7x14 MT18H- 7x14 MT18H 2x4 HGUS28-2 4x6 -- 12x12=4x4= HGUS28-2 2-a -_. i 9 5-13_ I 119-.1911 18-40 + 23-10-12 {_. 28,2 Fa-e4)1 31,0 4_34-10-0 ._4442-0 __ _ -0 - — 3 3-13._ 3 .3 0.1-13 3.4-10 -_ --.Q$12 --. _4-3-19 J 5 10 1--1,3 3-3-18 5-2-0 Plate Offsets(XY_)- [2_0-0-00-4-41,13:6-1A0-2-14_114:0-1-4 0.1-12j [19:0-5-6 0 0-01,j20:0-6-0,0, (21:0-2-4 0-2-0[.124 0_6-4,0-2-0j LOADING(psf) T TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.38 23-24 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(CT) -0.64 23-24 >743 180 MT18H 220/195 Rep Stress lncr NO BCLL 0.0 * WB 0.95 Horz(CT) 0.19 15 n/a n/a B__CDL 10.0 1 Code IBC2015/TPI2014 (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 OF No.1&Btr G 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 Grav2=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=-15177/2141,1030=-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 WEBS 9-24=-698/5077,9-25=-5885/860,5-25=-567/4284,10-23=-586/121,9-23=-1036/219, .. .Ce PROFFss 11-21=-2543/403,11-23=269/1717,13-18=-854/136,14-18=-182/1243,4-26=-666/144, 3-26=-156/1045,4-25=-178/1132,12-21=-449/3475,12-20=-553/3979,13-20=-69/677 ,,,,i .„‘'I�NG[NEFy /0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 89200 P E r Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc. -� Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-3 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ` I' 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 plyral connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 7 OREGON44/ 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCOL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS G/Q�'�Y 14 2-°N #� (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Q. 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Fully Exp.;Ct=1.1 /IgFR R I - 6 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. 7)Provide adequate drainage to prevent water ponding. 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 M11-7473 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, 9 P 250 Klug Circle l Corona,CA 92880 Job Truss Truss Type Qty Ply Mission Homes MM2 K3385636 B1702220 AG CAL HIP 1 2 ,Job Reference(optional__ Pro-Build Beaverton Truss, Beaverton,OR 97005ep Tek Industries,Inc. Fri Jun 30 11:20:32 2017 g 2 - —� --- - _-- -- — ---- - - - --- ID:BilLaG3iCvrJwMVWa397iz2RgX 13ogCb8bab1LyjgHzDbejX3fZbWGhxgQlluYfnzl5UT 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(ptf) 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) WARNING-Verify design g 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 11111` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'Tek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ICC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 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 ' TrussTruss Type Qty Ply - -Mission si on — — Homes MM2 B1702220 'AHR DIAGONAL HIP GIRDER 2 1 �- - -- K3385637 Job Reference Pro-Build n s_ 1 7.640 s Sep 29 20155 MiTekt2Industrie,Inc. Fri Jun n 30 11:20:3232 2017 Page 1 Pro Beaverton Truss, Beaverton,OR 97005 4-2-2 ID:BiILaG3iCvrJwMVWa397 228-14 b8ba�b1 yj HzDbe XA2ZmeGu OIUYfnzl5UT h- 3-2-0 4-2-3 - - 4-23 8-4-5 _11-52 i 14,3-1 i.. 1713 }. 1919.15__.1 I X-13o C 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[12 11 10 ul 14 9 „ d 3x6% 8 14 6 7 5 is 63x4% 4 3x4 ^ 3x4% 3 3x4' ^ 3x6% 2 13 1 12 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). r.. --4,2-3.-.. _1 _——843__. 4-2-3-__ -- -4-2-2 Platffsets(XY}, [2:0-2-0,0.1-8] LOADING(psf) 2r TCLL 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 BCL2 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 10 n/a n/a BCDL 10.0 1 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=l20mph(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 20.0psf 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 of bearing surface. `•�I O P R OFFS 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8,9,10. 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. �C. �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. �C? /L 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 89200 P E 9r 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. YCr A OREGON �� /0 -9Y 14 ri P-}- ' RRIL\- 6 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 1111. a truss system.Before use,the budding designer must verify the applicablity 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 ANSI1TPN Quality Criteria,DSB-S9 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 IB1702220Truss_-- "Truss Type Qty Ply 1 Mission Homes MM2 _- - ---__- - - -- B01K3385638 -_-_ HIP GIRDER..._.... 1- Job Reference(optional--- -.-.,' 7.640 Pro-Build Beaverton Truss, Beaverton,OR 97005 s Sep 29 2015 MiTek Industries,Inc. Fn Jun 30 11:20:33 2017 Page 1 I D:BI I LaG3iCvrJwM V Wa397iIz2 RgX-DFM2Qx9DLv9CZtO U Wu6t Ww4FCzwS?Aegfyd5 BDz 15US h-_ -1-14 ..-..l_ _._ 34015 I _MA i __9•11 I 15-0-9- __ i_ 1610-8 I 1-10-8 5-10-15 1-7-5 1-6-13 5-10-15 1-10-8 Scale=1:33.0 5x10 3x4=_= 5x140 5.00!12 3 8_.- 4 1' 5 411 �'�, 3x6 i _-_- __ __{.__ --._ J 3x6 iiiip. 140 3x6lib' d ,,, -® __ 3x6 n' 11 2 S ._9 - ei. _. ` 6 , 11, % 8 ` 12 ,M X10 �� 12x12— 12x12 = `� 7 O m l- ®I • i 5x8 2.50 I 12 5x8= 0 31.8 I _8-10-8 1 _____ 14-9-8 __ 15.0.0 --_.428 __. 511-0- 2-9-0 5-11-0 0-2-3 Plate Offsets_Q Y} 12:0-1- O-1-101,[3:0-4-1Z0-24A,j5 0-4 12 0-2-81,16 0 1-3 0 1 101,48;0 6-0.0-5-81[9:0-6-0 0-5-81 TCLL 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 0.70 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/TP12014 (Matrix) Weight:90 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* 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. 8-9:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Std G 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 Installationuide. REACTIONS. (lb/size) 2=1481/0-3-0,6=1484/0-3-0 Max Holz 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, 4-14=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=6.0psf;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.;C1=1.1 �0 P R OFF 3)Unbalanced snow loads have been considered for this design. �G tSS 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 SCO NG]�E� /O2 non concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. Ct.414 :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 20.0psf 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. i 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyii IZ capacity of bearing surface. "7L 4OREGON A, 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, / �Q y. ON 6=214. O 14,2 R)1P- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. MFR R I I„-\. 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)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 EXPIRES: 12/31/2017 of others. 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 MI!' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ME 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. I Corona,CA 92880 Job 'Truss Truss Type Qty Ply Mission Homes MM2 K3385638 B1702220 B01 HIP GIRDER .1 1 Job Referenc (option 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 Wa397itz2RgX-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) Vert: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) Vert:13=-605(F)16=605(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 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 ANSITTPII 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 QtyPly1 I Mission Homes MM2 ' B1702220 B02 'SCISSORS I I Job Reference I... ae 1 n, f --- 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 3011:2034 2017 Page 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 _ --- - ---- ID:Bi1LaG3iCvrJwMVWa397i1z2RgX hSvOdG9r6CH3BOzg4ed638cU4MNXk10ztchllfz15UR -- --. --_ -_-_. 7-3-8 -.14-9-8.- _..- 7-3-8 _. __.. 7-6-0 --_. -- - --.. i -_. 15-8.-0 -..- 1 1-10-8 Scale=127.8 4x4 3 5.00!I 12 10 3x4 9 cJ 8 2 4 354 ., 354% ofil 1, ;11 b__ .44* Hx4 1 O 7 v 556 11 5 0 0/161 -- 1 6 4 of PIC 556 vi 11 2.50 112 5x6 _.. - 7-3-8- } 143-0. __. 1i-9r8 7-3-8 -- -- - 7-$-8-_... _._ Q2-8 Plate Offsets(X Y)-- (1:0-1-1A0-2 ,45:0-2-7,0-4-91,17:0-3-a,0-2-11� . LOADING(psf) SPACING- 2-0-0 CSI. r DEFL. in (loc) I/deft L/d PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 VertLL -0.04 1-7 >999 240 MT20 220/195 TCDL Snow 25.0)0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.08 1-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) 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 SLIDER Left 2x4 DF Std-G 3-11-0,Right 2x4 DF Std-G 4-0-2 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 1=605/0-3-0,5=748/0-3-0 Max Horz 1=61(LC 13) Max Upliftl=-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=6.0psf;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 t`�EO PR pFFs 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 �\�� NG'NE�R swO non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with any other live loads. �i 44 -577 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 will89200 P E 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)1,5 considers parallel to grain value using ANSI/FPI 1 angle to grain formula. Building designer should verifyASP capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints 1 except(jt Ib) 0 SC OREGON 44/ 5=102. 72... 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /O ' 14 2.°11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. M'9� �P The building designer shall verify that this parameter fits with the intended use of this component. ERR 10- EXPIRES: 0-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 1111114 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/TPN 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 Truss Type Qty 'Ply Mission Homes MM2 K3385640 B1702220 I B02A SCISSORS Il 1 - - - ---- — i 1..... _.__. [Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:34 2017 Page 1 I D:Bil LaG3iCvrJwM V Wa397i Iz2RgX-hSvQdG9r6C H 3Bozg4ed638cU VM N rkl l ztcNfjfzl 5U R i -1'1" t- -__.. _._... __._ 7-6-0 ,,_ __- --_-15-0-0 1G-10-6 1-10-87-6-0 � 7-6-0 -_- 1-10-8 _.-.1 Scale=1:31.3 4x4 - 4 5.00 112 3x4% 17 12 3 10 13 5 3x4 3x4 -, , 41. 3x4 9 0 8 14 a 2 5x6 I.. 6 Io 17 07 'pp 44 II 2.50112 4x6 {; 012, 7-8-0 L4-9-8 1�5 0r.0 -_- - -.. --_ --_ 7-3-8 -- -- -- ___ _. . 7-3-8 462-8 Plate Offsets KY)- j2:0-2-20-5-1j,(6 o 2-2,0-s tJ j8 0-3-8,0-2-8) LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.04 2-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.08 2-8 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.27 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:75 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bir 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 Installationnide_ 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 R FS 3)Unbalanced snow loads have been considered for this design. E� °F 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'� �NG I N E�R s7O 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. 4147 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 89200 P E 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 capacity of bearing surface. 0 'ed. : ir 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=101, 172. OREGON �4(/ 6=101. 4„ Di 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /6 Q 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 A- 4 2 e;i*- The building designer shall verify that this parameter fits with the intended use of this component. +Q R I L\' 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 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 ANSIRPI1 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 I-Job ITruss Truss Type Qty 'Ply Missionn Homes MM2 , _ K338 1 BPro-Build Beaverton Truss,1B03 Beaverton,OR 97005 Scissor 3 7.640 s Sep 29 20 5 M Ttek Industries,Inc. Fn Jun 30 11:20:35 2017 Page 1 I D:BitLaG3iCvrJwMV Wa397iIz2RgX-9eTorcATtWPwpAYseM8LbL9fYmj6TCE66G6CG5z15UQ ---- ---.. _. 76 –.. 7-3-8 7-3-8 Scale=1:25.4 4x4 3 00•0411111111111110114045.00112 8 9 3x4% 3x4 --IL- 2 2 q ry 10 0 3x4 °1-. : ` 3x4 1 5 I, 5x6 0 i 0 _ 2.50[12 .®I 5x6 '' 5x6 I I 7-3-8_ 1420 _ -- { I a 7-3-a_ PlateQsets(X Y) 11;0-1-14,0-2-51 15:0-2-11,0-2-51,[6:0-3 8,0-2—] LOADING(psf) I TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.04 1-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.07 1-6 >999 180 BCLL 0.0 * Rep Stress Incr YES i WB 0.27 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 l (Matrix) Weight:67 lb FT=10% 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 SLIDER Left 2x4 DF Std-G 3-11-0,Right 2x4 DF Std-G 3-9-10 be ins recommends that Stabilizers and required cross bracing be insrecommends during truss erection,in accordance with Stabilizer • Installation guide. , 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=6.0psf;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 �Q`Ep P R()Pen 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. '` 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 (GNG[NEF9 /Q fit between the bottom chord and any other members. 29 6)A plate rating reduction of 20%has been applied for the green lumber members. 89200PE 7)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. /' 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. O . 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 OREGON �tCr o The building designer shall verify that this parameter fits with the intended use of this component. 4-/07::://' R /O '9 Y 14,2°N -k"" MaR10- (°\''' EXPIRES: 12/31/2017 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. I 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 fY9\ k iTeis 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 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 Trussl 'Truss Type Qty 'Ply Mission Homes MM2 61702220 B04 Common 1 1 Job Peference(option Pro-Build Beaverton Truss, Beavertonal --___ --- — -K3385642. 15 I Inc. Fri Jun 30 11:20:35 2017 Page 1 I D:Bil LaG3iCv IJwMV Wa3 97i z2RgX09eTo IrcATtlnWPwpAYseM8LbL9abmk4TEm66G6CG5z15UCt OR 97005 _... -_.. _.. -..7-0-8. ---_ _ _ _-__. _ 14-1r0 7-0-8 - -_ 7-08 _._. 4x4 = Scale=1:37.6 5.00 112 3 Pli Illi 1213 14 15 11 16 3x4 2 3x4 rvl 1 4 d 5 ,r\- • M of 'm o N 1 L4 10 9 8 7 2x4 I11 3x8 -- 6 2x4 11 _.. -._- __ 7-0-8.. _.-.. _... _... - ___ __14.1-0._..- I _._ 7 -_ 7-0-8 LOADING(psi) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 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 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 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 I Installation guide. 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=l2omph(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. tLQ� P R Fs 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �0 °F 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �<0 �NGj NE. . sv fit between the bottom chord and any other members. �2 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. $9200 P E 1'‘G*-- 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 longterm loading(creep) Vert(CT) per /�� in the Vert CT deflectionANSI/TPI 1. -� The building designer shall verify that this parameter fits with the intended use of this component. O • "AP ir 7/.... , OREGON tx do /O 9y14 Z°. P} M1FRRIL\- 6 EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-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 Wei( 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. I Corona,CA 92880 Job Truss Truss Type [Qty Ply r Mission Homes MM2 ,B1702220 lBBCG ii DIAGONAL HIP GIRDER 2 1 K3385643 i [Job Reference(ooptional) I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:36 2017 Page 1 I D:Bi I LaG3iCvrJwM V Wa397iIz2RgX-dq 1 A2yB5egXnQ K73C3fa8Zi h 1 A4vCgBG LwsmoYz1 SU P 12 I 3-2-0 4-2-3 -_I --_- 4-2-2 4-24 �_- 2.1.7 _--_ Scale=1:27.1 6 5x6% 5 14 N 3.54 112 101o 2x4 13 00 � N c 4 of 3x4% 3 Y .- 2x4 I I Iv 0 6 4x4 1 -_- = !. j�1 -- 5x16 1.77 i12 ___. - __42-3 __-_. --.. i _ _..__.. ___. 8-4-5_._. 4 2-3 4-- Plate Offsets(X Y)--_12:0-0-9,0-1791,[5 0-2-8.0_2.12] LTCLLOADING(per 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.23 Horz(CT) -0.00 2 n/a n/a BCOL 10.0 Code IBC2015/TP12014 (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.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 ��E0 P R OF�sS 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. \Cj �NG I N EF9 /Q 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �5 2 fit between the bottom chord and any other members. cc 89200 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. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. ' ,41111.. .2„. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) • 2=163. y OREGON 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. Lj !9Y Q'��` 1� 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Q 4,2 �Q.T 13)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. "SCR R I L\' 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 adfloAbLt 61E(&?3efandard June 30,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 MIT®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 ANSIRP11 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 ;Joy Truss ITruss Type IQty IPly .I Mission Homes MM2 IB1702220 I BCG I DIAGONAL HIP GIRDER 2 1 K3385643 j ' --- I i Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fn Jun 30 11:20:36 2017 Page 2 ID:BilLaG3iCvrJwM V Wa397iIz2RgXEg1A2yB5egXnC1K73C3fa8Zih1A4vCgBGLwsmoYzl5UP LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) 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-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �IIIIM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Milt a truss system.Before use,the buikling 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTele ake fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Buildin Component 11 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 'Job ' ITruss Truss Type 'Qty Ply T Mission Homes MM2 I K3385644 ,81702220 BG FLAT GIRDER 1 ID BiIL 2 Job Reference_Optional) 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 aG3iCvrJwM V Wa397ilz2RgX-61 bZFICjP7fe2UiFInBphmEtlal4xl oPaabJK_z15UO 0 0 _..2 2-6-12._- 1. _. -.. 8-0-12 __-... t--_- _5-11-4 __... r----_. ___._. 12-5-4 I __ 14-11-4 15 -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 2x4 I I 3x4 5x16 5x12 MT18H-- 2x4 l 1 2 15 3 16 4 17 18 5 19 6 7 8 -- --__. _._ dol -_-.. - - _.. _... ,I1 rr; a d , e HI -19 �XJ o 1I [ l< _ft 12 20 11 8x8 -- 21 22 23 24 10 1413 4x12 - MUS26 MUS26 MUS26 MUS26 g 4x8-' MUS26 3x10 - MUS26 0-0rt12 _..__.6412 -._..-. _ _ &11-4 _ _._i _.14.111_- ------ 15.9-0 44-12 --- 6-0-0—... - - - __---- 2-1e8 _ -___ .0-12. Plate Offsets(Xy)-- 16:0-5 0 0-211,J1O:o-3-0.o-1-8],j11:0-2-12.0-4-8 412:0-5-13,0-1_2),113 0 3-9,0-2-0] TCLL OADING(psf) 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 0.92 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 BCLL 0.0 * Rep Stress Incr NO WB 0.59 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:161 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr 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 G`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 Upliftl3=-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 �Ep P R OFA connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. <(, s 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 5' �NGI NEF9 07- (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 'y 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. 89200 P E f 6)Allh plates are been plates unlessdor 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.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. 9)A plate rating reduction of 20%has been applied for the green lumber members. y OREGON !(,/ 10)Refer to girder(s)for truss to truss connections. LjO r/,9Y 14 2°�� #� 11)Provide metal plate or equivalent at bearing(s)10 to support reaction shown. ill /ii P 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MERL.V. R 1 L- 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 truss(es)to front face of 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.10/03/2015 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 14111 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 Truss Truss Type Qty Ply Mission Homes MM2 B1702220 BG FLAT GIRDER 11 �f K3385644 - ------- _ ` ;JobReference(optional__- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 5 Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:37 2017 Page 2 I D:BilLaG3iCvrJwMV Wa397iIz2RgX-61 bZFICjP7fe2UiFlnBphmEtlal4xl 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 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:1-8=-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) • 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 MiTe 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 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 1Truss Type _-- Qty Ply f Mission Homes MM2 _ _- --- B1702220 BG-1 Flat Girder J Job Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640s Sep 29 2015 iiTek Industries,Inc. Fn Jun 30 11:20:38 20173 Page 1 1 g. 1 1 I D:Bil LaG3iCvrJwM V Wa397iIz2RgXaD9xTeCM9RnVgeHRJUi2D_nAg_IogW4ZoELstQz15UN E - _. 3,240 -._5-39 3-2-10 } 30-6 _ 3-0-6 I 32-100 3-0-6 3-2-10 Scale=1:21.4 3x 2x4 I 4xI --. �/; I>�I 1 2 I 3 16 174 18 SLS_. 19-- __ L�h.-. 'T _ eil t 1 I {- 4 0 N ,101 ii l__ l I- It II .I,1 ILEA 12 11 20 10 4x8=-21 22 9 1413 4x8 -- 4x8 LUS24 MUS26 2x4 MUS26 8 LUS26 2x4 '' MUS26 I - 3 2 14_ 6-34. 3-2 10 9r3,612&9 Plate Offsets X Y - 2;0 2 8 0-1 12.1 3:0-2-12 0 1-x,45 0-2 12,0-8 [6.0-2-8,0 1-12j.[10:0-2-8,0711-11].j,l1:0-4-0,0-1,14412:0-2-8.0-1-M LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.08 11 >999 240 MT20 220/195 TCDL Snow 25.0)0 • Lumber DOL 1.15 BC 0.27 Vert(CT) -0.13 11 >999 180 BCD_L 10.0 1 Code IBC2015/TPI2014 WB 0.46 Horz(CT) 0.01 9 n/a n/a (Matrix) Weight:138 lb FT=10% B Rep Stress Inc" NO 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, 6-9e_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. �u0 PR oFk's, 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 s....70 3) NG[N�� / connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. O 3)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 ?j (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 9 4)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 :9200PE 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. i 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. fr 8)A plate rating reduction of 20%has been applied for the green lumber members. -yL 4J OREGON R A� 9)Refer to girder(s)for truss to truss connections. 1 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /� '4 y R la,. 13=570,9=617. MER R 11—`' 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 puffin 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 and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10103/2015 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P 250Corona, na, Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Mission Homes MM2 K3385645 B1702220 BG-1 Flat Girder 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 2 I D:BiI LaG3iCvrJwM V Wa397iIz2RgX-aD9xTeCM9RnVgeHRJUi2D_nAg_IogW4ZoELstQz15UN 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-lie 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 Increase=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 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' 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 K3385646 B1702220 BJ1 I JACK-OPEN 14 1 -_- ---_ -- --- - --- - --- - Job Reference(optional) ---_ - 017 1 1 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.BiILaG3iCvrJwMVWa397i1z2RgX-aD9xTeCM9RnVgeHRJUi2D nBF_nbgdCZoELstQz15UN I. _ ___ -1-10 __.. _..I- -_.. _.._ _11015__ 1-10-8 1-10-15- --- Scale=1:11.0 3 . 5.00 112 6 /I ' 1 3x4 II 2 M M 4 NI O 1 IO 11110I6 ;44111I 2.50.'12 5 3x6 Plate 9ftsets-l_X,Y� [5:0-3QEd lc e] TOL DING(psf) 5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 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 Code IBC2015/TP12014 (Matrix) BCDL 10.0 Weight:9 lb 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&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. 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. (lb)-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=6.0psf;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 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 �� P R�FFS non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with anyother 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 �`J �(,NGI NEF9 /� fit between the bottom chord and any other members. �� /L 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200PE "9t' 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. O 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. -IL... • r•✓�- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. yL 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. "A_� ,`D` i� The building designer shall verify that this parameter fits with the intended use of this component. /O 9� 4 20 -` MFR R 0-- RP 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 Ia a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent 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 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 Truss ° TTruss Type Qty Ply i Mission Homes MM2 '81702220 BJ2 JACK-OPEN 4 1K3385647, , I ,Job Reference(optional__ Pro-Build Beaverton Truss, Beaverton,OR 97005 I ---- -3- - -- - -a 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Junn 30 11:20:38 2017 Page 1 ID:BiILaG3iCvrJW M V Wa397iIz2RgX-a D9xTeCM9RnVgeHRJUi2D_nBF_nSgdCZoELstQz15UN l -_.. -.-1-1441 -_-. I _. _ __ _.3-1015 1-10-8 3-10-15 1 Scale=1:15.3 3 I4 io 5.00!112 6 M 7 3x4 11 2 d!I d 1 ® c !s, 2.50 112 5 3x6 Plate OffsetL(X YV), j2:0-2 0 0,1-4]_j5 0-3-O,Edc�ej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 VertLL 0.02 4-5 >999 240 MT20 220/195 TCDLSnow=25�a Lumber DOL 1.15 BC 0.17 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 - Code IBC2015/1-PI2014 (Matrix) Weight:15 lb FT=10% LUMBER- BRACING- TOP CHORD Structural t end wood sheathingedirectly applied or 3-10-15 oc purtins, vert BOT CHORD 2x4 DF No.1&Btr G 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. (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 Grav3=102(LC 19),4=63(LC 5),5=371(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-300/184 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)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 �� P R O�`tS non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. s 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 � NG)NEF� �Q fit between the bottom chord and any other members. 2 7)A plate rating reduction of 20%has been applied for the green lumber members. :9200P 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/FPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. _ 11111 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5. of 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • 12)This truss does not include any time dependant deformation for longterm loading(creep) Vert(CT) pery OREGON (v in the Vert CT deflectionANSI/TPI 1. L ,\pt The building designer shall verify that this parameter fits with the intended use of this component. /O '9�' 14,ZQ .A- SFR R 11-\- 6P 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. !I " 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Milt*" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 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 I Mission Homes MM2 91702220 BJ3 ,JACK-OPEN 2 1 K3385648 I - --,Job Reference Optional) - -- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:39 2017 Page 1 ID:BilLaG3iCvrJwMVWa397ilz2RgX-2PjJg_D wlvMHosetCDHmBKM?N6AP4wi1u40Ptz15UM -1-t08.-_ + _- _.. --510-15 ___. 6- 0 1-10-8 . _. 5-10-15 0-1-1 Scale=1:20.6 3x4 3 4 10 >001 . ' 2 9 M 5' 1 2x4= 1 44111 ' 2.54 112 6 3, L._._... _. _.. _6-0-0 _6-0-0 Plate Offsets(X.Y)-- [2:0-2-0,0-1-01.13.0-135 0-1-8],[6:0-3-0,_EA ea LTCLL 2 OADING(psf)5 O 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) 0.04 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.07 5-6 >926 180 BCLL 0.0 Rep Stress Inc( YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL __- 10.0 Code IBC2015/TP12014 i (Matrix) Weight:23 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. 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)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 1-8-0,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. 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 P R OF en 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. ,-\Co G[NEER s�Q 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 2 17 fit between the bottom chord and any other members. 89200 P E 7)A plate rating reduction of 20%has been applied for the green lumber members. `,...-r,:• 8)Refer to girder(s)for truss to truss connections. 11. .-:''... 1� 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. 'PI ?+ Q 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. -Ts OREGON X4/4 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. L. 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. <Q }' 14 2-°\ '�- The building designer shall verify that this parameter fits with the intended use of this component. e)Q' MFRRILA- EXPIRES: 12J31/2017 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 MiTek8i 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 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component250 Klug Circle j1 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 Mi - _Mission Homes MM2 1 i K3385649 161702220 BJ4 JACK-0PEN ID:BiILaG3iCvrJwMVW 1 ----- - ----- ---_.. -__.__. -_.f _... ---. - 1 fJob 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 a397ilz2RgX-2PjJg_D_wlvMHosetCDHmBKM?N6pP3Ri 1 u4QPtz15UM --__ -144_- -+._. -_.. 1-10-8 6-0-0 1-4-3 Scale=1:22.5 4 3x4 3 5.00 112 10 9 8 w 8x8% 7 5 ss.i 1 2 1 Orr 2x4= d 1 kr, ice. 6 2.54 112 64:4 I Plate Offsets(X Y)- 12:0 -3 10.0-5-91 - TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/def 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 Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a Code IBC2015/TPI2014Matrix BCDL 10.0 ( ) 1_ 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 i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 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. (Ib)-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 �� P R Fs 3)Unbalanced snow loads have been considered for this design. �� OF 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 �\Cj< NGj NEER s/O 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. (` 2 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 9t' fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. / i 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 O IZ of bearing surface. y A.OREGON !(/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. `7 "� ,`b .` 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q '9' 14 Zo 'F' 12)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. EFi R I♦1-\-- EXP IRE& \,.EXPIRES: 12/31/2017 June 30,2017 AWARNING-Verily design -- y g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IIII 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 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 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 lTruss Truss Type 'Qty IPly Mission Homes MM2 B1702220 C01 MONO CAL HIP 7.640 s SeRefee9 re nce 2015 MiTek ional) Pro-Build Beaverton Truss, Beaverton,OR 97005 Industries,Inc. Fri Jun 30 11:20:40 2017 K338Page 5650' ID:Bil LaG3iCvrJwMV Wa397ilz2RgX-WbHhuKEch21 DvxRgRvkWWPsTunNc8SArGYgzxJzl5UL I--__ -1-10-8 + 5 11 410-1k_... 10-18 15-2-8 1-10-8 5-3-13 0-7-3 -. _ 4-2-9 { —_.. __... { 1-0 Scale=1:29.7 5x6 3x10 - 2x4 1'' 1 1 12 X 4 _- --E.-_14 15 5.61 5.00 12 - _ _ - _.. illiw. N `• n 2 ry A 16 17 10 1e 19 20 21 9 8 5x10 II 3x4 -- 2x4 1 3x8=: 7 l -. _. __ 5-3-13. 59_ —_. --- 10-1-8 -... { _..15-2 e I X3-13-- 113 4-7-15 Plate Offsets(X Yj j2:0-5-8,Edgo (3:0-2-120-2-8J,14.0-3 0,0-1 — — LOADING(psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.61 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 BOLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(CT) 0.02 8 n/a n/a Code IBC2015/TP12014Matrix) Weight:88 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 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 Left 2x4 DF Std-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=1135/0-5-8,8=1338/Mechanical Installation guide. 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. (Ib)-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)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 fit?t%J P ROFFsd' 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 \5 't Y' NEE5 /�2 non-concurrent with other live loads. A� 5)Provide adequate drainage to prevent water ponding. 4c 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.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. O • �+.. 9)Refer to girder(s)for truss to truss connections. OREGON 1(/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=158, L. 4 ,fib A. 8=220. �� '9 Y 14 2.. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /�,� Q 12)Graphical puffin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. 1 FR RIO- EXPIRES. IOEXPIRES: 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. MN II= 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 ANSIITPIl Quality Criteria,OSB-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 -- 1702220 BPro Bui d Beaverton Truss, iii C01 MONO CAL HIP j 1 1 K33856501 i- ;Job Reference(optional) Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fd Jun 30 11:20:41 2017 Page 2 NOTES- I D:Bil LaG3iCvrJwMV Wa397iIz2RgX-_og35gFESM94X500_cFlrcPdeBjrtvQ?UCZXTlz15UK 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 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 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 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/7PQ 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 tPly Mission Homes MM2 B1702220 1CO2 MONO CAL HIP 1 640 s_Llob Ref re Mek Industries Inc. Fri Jun 30 11:20:42 2017 Page11 Pro-Build Beaverton Truss, Beaverton,OR 97005 P I D:Bi I LaG3iCvrJwM V Wa397i Iz2 RgXS_OSJOFsDg lwBFbCY Km_Ogxogb5ccJo8jsJ4oBz 15UJ 1 -1A94 I _3-412 I 7-3-13 7-10-15 ltd — i 2-8 1-10-8 3-9-12 3-6-1 0-7-3 3-2-9 4-1-0 Scale=1:29.7 5x6 11 3x4 3 14 5 16 2x4 __ _ _ ---_5-6 - 5.00112 -. _.._-- �_� _. .. __ 17 e . o 12 di or M 11 2 lq l 9 8 10 8x8% 4x8 =- 3x6 =-7 ___ -_-13 13 _.. +-- 15-2-8.-..... .7313 _. -_. Plate Offsets mil-J8:0-2-4,0-1-81,110:0-3-8 0-2-12j_ LOADING(psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.15 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.01 8 n/a n/a Code IBC2015/TP12014 (Matrix-S)10.0 rix- ) 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 Installation guide. , REACTIONS. (lb/size) 10=875/0-5-8,8=1163/Mechanical Max Horz 10=114(LC 12) Max Uplift10=-131(LC 12),8=-172(LC 12) Max Gray 10=1201(LC 28),8=1197(LC 28) FORCES. (Ib)-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=l2Omph(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 3-0-14,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 �9\0 P R op4-n 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 GINE 3)Unbalanced snow loads have been considered for this design. N F Q2 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 9 17 non-concurrent with other live loads. 89200 P 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. j� 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. -74... 40„,OREGON A. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /O )- 14 '4°.‘ P'— 10=131,8=172. �►I 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum MER R I L- sheetrock be applied directly to the bottom chord. 12)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/3112017 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.10/032015 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 MN• 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/IP11 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 X161702220 CO2 MONO CAL HIP 1 1 K3385651 __ I_ -.. I Lob Reference fpptional) 2222 Pro-Build Beaverton Truss, Beaverton,OR 97005 2222 - — -221:2 2201- - —, 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:42 2017 Page 2 ID:BilLaG3iCvrJwMVwa397ilz2RgX-S_OSJOFsDgIw8FbCYKm_OgxogbSccJo8jsJ40Bz15UJ 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) Vert:1-2=-64,2-3=-64,3-6=-64,7-10=-20 Concentrated Loads(Ib) Vert:13=10 14=-114 16=-293 17=-227 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 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 bradng is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle ___ Corona,CA 92880 Job TrussTruss Type iQty PI Mission Homes MM2 .61702220 CO3 MONO CAL HIP I1 1 L_-. Job Reference(option) --- -_- 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 ID:BilLaG3iCvrJwM V Wa397ilz2RgX-S_OSJOFsDglw8FbCYKm_Ogxl7b51 cKr8jsJ40Bz15UJ -. -16,8 l -_.. __. _.-. 7 -13 _.-.�-1045 940-15 _ 152-8 ' 1-10-8 7-3-13 0-7-3 200 _.--1 5-3-9 Scale=1:29.6 5x8\\ 2x4 II 35 5.00�12 -_.._X_____. l_. _.. _. r 12 --._. -._..-13 _._.. __-14. .}5.. +e v `� 11 1 I 10 8x8% 4x4 3x6- 7 _.- _._- __- __ 7-3,13 15.2-8_— 1,3-13 740-11 Plate 9ffsets(X,Y)_j8:0-2-4 0-1-6Lj 10:0-3-12,0-2-12]- LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow 25.0) i 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 BCLL 0.0* Rep Stress InaYES WB 0.47 Horz(CT) 0.02 8 n/a n/a Code IBC2015/TPI2014Matrix-M BCDL 10.0 i ( ) Weight:85 lb FT=10% 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 2-10:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installa�Dn_guide. REACTIONS. (lb/size) 10=828/0-5-8,8=721/Mechanical Max Horz 10=146(LC 12) Max Uplift10=-109(LC 12),8=-127(LC 9) Max Gray 10=1268(LC 28),8=1032(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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 shown;Lumber DOL=1.60 plate grip DOL=1.60 ��0) PROFFS 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 `c� �NG'NE�9 — 070 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 29 non-concurrent with other live loads. ‘C---- 89200PE 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. �� 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. 74... 4!OREGON t 1A, Q 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /Q ' 14 2°N 4 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. FR R I I.` 12)Graphical puriin representation does not depict the size or the orientation of the puffin 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. EXPIRES: 12/31/2017 June 30,2017 11 ®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 Mu 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 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 1 1-JJob __.-. __ -- ITruss J Type --...Qt-- r II Truss T e - ---- --- -- 1 Qty Ply Mission Homes MM2 B1702220 C04 MONO CAL HIP 1 K3385653' ID:BiILaG3iCvr 0,.31?Reference(optional)Pro-Build Beaverton Truss, Beaverton,OR 97005 _-- --_- ---- ----- -- - -- 7.640 Seps299 201 2015 MiTek Industries,Inc. Fri Jun 30 11:20:43 2017 Page 1 JwMV Wa397ilz2RgX-wAygVVLGU_zonmP9P61 HDw1 Uy3?RWLIOIyW2dYez15Ul ---_-1-10-8 11-10 15 3-13 � I- 77 - -- — -- -- z10-1s ---- 11-1-8 11-e'7 152-e 1-10-8 7-3-13 --t0-7 3 3-2-9 0-7-1511 3-3-9 j' 0-1-8 2x4 i,! Scale=1:33.8 5 7 _l 5x6% 3x4 5.00 112 11 3 JZV6 I_ 2x4 ittligi 1-1 __. I 8- M - J 418 16- 4^i r1 SII n d 14 m 1 2 . 1 � , 12 11 13 8x8% 10 4x8 3x6 _. ---- _-. 7-3i3 - - _ - 152@ _7-3-13 7-10-11 Plate Offsets KY)-- f11:0-2-4,0-1-81,112:0-4-0,0-1-12,1,113:0-4-0.0-310— TO LDING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) 1 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/TPI2014 (Matrix) Weight 92 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 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. WEBS 2x4 DF Std G*Except* - 2-13:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 13=788/0-5-8,11=821/Mechanical Max Horz 13=178(LC 12) Max Uplift13=-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.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 7-5-9,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&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 OFFS, 3)Unbalanced snow loads have been considered for this design. is 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 .4 D. �NGI NEF9 �Q non-concurrent with other live loads. �� 2 5)Provide adequate drainage to prevent water ponding. 89207::-/E? P E 1' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ti•;• 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. i 8)A plate rating reduction of 20%has been applied for the green lumber members. .I /+ 9)Refer to girder(s)for truss to truss connections. SC 'Pi'. OREGON 41410)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4.0, ,\D. k 13=106,11=139. /6 .41)' 14,20 1 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /►I P 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MdR R II L\ N- 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 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mg 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' B1Tek• 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 braang of trusses and truss systems,see ANSI/TPI7 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circe Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 • Job B1702220 - -- -- 1'�C04s 'Truss Type_ --_ - MONO CAL HIP Qty Ply 1 Mission Homes MM2 - - -- K3385653 1 -- - -- l.. __... Job Reference(o tional) Pro-Build Beaverton Truss, Beaverton,OR 97005 ie - --1- 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:43 2017 Page 2 I D:Bil LaG3iCvrJwM V Wa397ilz2RgX-wAyq WLGU_zOnmP9P61 HDw1 Uy3?RWLIOIyW2dYez15Ul NOTES- 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSUTPI 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-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 is always required for stability and to prevent collapse with P rypermanent bracing ps possible personal injury and property damage.For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI Su' 1 Quality Criteria,DSB-89 and SCSI Building Component 250 Circle Safety Information available from Truss Plate Institute,218 N.Lee Street 312,Alezandrie,VA 22314. 9 � ite Corona,CA 92880 THomes MM2 i K3385654; :B1702220 COS MONO CAL HIP 1 1 __- Job Reference(options 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 I D:Bi1LaG3iCvrJwMV Wa397i1z2Rgx-0NWCjhH61HYeOZkbgIpSTF16sOmS4BURBAoB44z15UH 11-10-15 �..-- -1-10-8 7-3-13 .4444 i-10-15 11-1-8 11- 7}1 1.3-10-15. _i 15-2-8_-._1 1-10-8 7-3-13 __.... 0.7-3 3-2-9 .400.0 6-7-15 2-0-0 1-3-9 0-1-8 7 Scale=1:35.6 2x4 11 5 5.00 112 5x6 1%1i6 3x4 0 2x4 11 3 8 rotfXI - - - 17 r 15 2' 1 ili 12-._ � 1 13 8x8 G 11 10 4x8 3x6 = -.._ I -_. --- 4.004 _I-3-1 __. _. _.. . . _. _15-2-i 77773. 7-10-11-__.. .. _ _.. j Plate ffsetsLX Y) 111:0 2-4.0-1-4 113:0-3-120-2-12] LOADING(psf) TCLL 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 0.74 Vert(LL) -0.07 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.15 11-12 >999 180 Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 11 n/a n/a BCLL 0.0 Code IBC2015/TP12014 BCDL 10.0 (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 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 6-0-0 oc bracing. WEBS 2x4 DF Std G*Except* 2-13:2x6 DF No.2 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. r Installatiorlic uide._- (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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ��REO P R 0 p 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 \� IGNG I NEF9 /Q2 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 89200P E 91' 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. < -- - 8)A plate rating reduction of 20%has been applied for the green lumber members. [.-lA •••""•••✓✓✓"��Ct- 9)Refer to girder(s)for truss to truss connections. wii 10)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at'oint s except t=lb �G OREGON ((/ P P joint(s) (jt=lb) 2! \ 13=102,11=168. /O '9Y ,] 2 4 � Ix 1 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. AI �Q' 12)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. ' limo- 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 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 1 a truss system.Before use,the building designer must verifythe 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 IiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 'Y1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 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 Truss Ot l _-- iJb Truss Type Qty �Ply f Mission Homes MM2 �� B1702220 CHR 'iDIAGONAL HIP GIRDER 1 1 7.640 s Sep 29 2015 Tek Industries,Inc. Fri Jun 30 11:20:44 2 17 Page 1 Job Reference o tional , Pro-Build Beaverton Truss, Beaverton,OR 97005 ID:BiILaG3iCvrJwMVWa397iIz2RgXONWCjhH61HYeOZkbglpSTF1DOOsS4J6RBAoB44z15UH 1 3-2 0 I 4-23 I- 843 t 11-5-2_ •1 14---M 11-1-0 19-1015 :211-1 ; 3 4-2-2 3-0-13 2-9-15 � 2-9-15 2-9-15 '1-2-2 3.54 I12 Scale=1:46.6 8 9 3x6 i d T 6 5 0 of 12 4 a 3x4 3x4% 3 e n 3x4% V0: P.3x4 O % 3 3x6 0 2 11 G v' dl 1 10 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). _. ._42.1.- - _.I _._ -.✓3.45_.. -___ 4-2-3 42,2 Plate Offsets_a Y)-- 120-24,0-1 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof TCLL 5.0) Plate GripDOL 1.15 TC 0.28 Vert(LL) 0.04 2-3 >999 240 MT20 220/195 TCDL Snow=25.00 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 BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:48 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)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.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 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 of bearing surface. `�,��1] P R OFFS 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,3,4,5,7,8. 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. SCJ �NGI NE�`9 S/O 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)9,3,4,5,7,8. N., -3'/L • 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. : #9.G210.4 200 P E -3' 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. '' y � L , OREGON �lV /O }' 14 2�� P-{- MFRR1i`L 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. u� 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 T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Mi/ek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle __- i Corona,CA 92880 t Job Truss --'Ply- - -_ __ ----_ ITrussTypei -- Qty 1 Mission Homes MM2 1702220 BPro-Build Beaverton Truss, ID01 MONO CAL HIP 1 1 K3385656; ---- ' - - ID „lob Reference(optional) Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fd Jun 30 11:20:45 2017 Page 1 _..-1-14�.. 444 _ Bil LaG3iCvrJwMV Wa397ilz2RgX-tZ4ax1 IIWbgV?jJnDSKh?SZLMo8spgMbpgxkcWz15UG 1 1 1-4 �� 0-9-4 r --. 2.49 _.- __ - _0-0 35.0-13 -51-3 -9-15 �_- 1Q_- 1 3-0-13 0.1-(3 0-8-6 8 4-2-1 0-1-8i Scale=1:20.8 5x8 2x4 I 3 _.. _-.. 4 12 -10 _ 11 12_ tII. 1 5.00 -- 0 9 0 r , r N 2 8 13 14 7 5x6 2x4 11 3x6 6 1-=044 _54-13 -�2 _ 11=0 1 1 0-- 14f -..9�-4 - _ 5-413 __.0-1-13___. - -- - 4-10 7 _._ -0-1-81 Plate OffsetsAY) 12:0_0A071 1_5LJ3;0-4-0,0-2 04 LOADING(psf) - T TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.02 2-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 2-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.01 7 n/a n/a Code IBC2015frP12014 (Matrix) Weight:58 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 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 ----- ---- WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer I Installation guide, 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(Ib)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 3)Unbalanced snow loads have been considered for this design. Q0 P R OFF 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 �, rS non-concurrent with other live loads. �\�� NGINE F9 1�/O 5)Provide adequate drainage to prevent water ponding. 2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 9 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 89200 P E fit between the bottom chord and any other members. �_ _ _ 8)A plate rating reduction of 20%has been applied for the green lumber members. �..e/ 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(byothers of truss to bearingplate capable of withstanding100 lb uplift at'oint s except(jt=lb)2=115, �/ ) P P joint(s) P �<r 7=155. -pi. 4,OREGON 11)Girder carries hip end with 0-0-0 right side setback,6-0-0 left side setback,and 6-0-0 end setback. 1 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /O -4' 14 20� # 13)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. MFR RIC t. 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. The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 II A WARNING-Verily 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 mg 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 is always required for stability and to prevent collapse with y W ry permanent bracing MiTek" ps possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPN Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle - - - -- -- - ___ -_ Corona,CA 92880 r 1 r Job 'Truss Truss Type [Qty 'ply J Mission Homes MM2 B1702220 ,D01 MONO CAL HIP 1 1 K3385656 I I i. [Job Reference(optional)_ Pro-Build Beaverton Truss, Beaverton,OR 97005 -- - - - - - - - _- - 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Junn 3 30 11:20:45 2017 Page 2 :Bil LaG3iCvrJwMV Wa397ilz2RgX-tZ4ax111WbgV?jJnDSKh?SZLMosspgMbPgXkcwzl5UG 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(pIf) Vert:1-3=-64,3-10=-64,4-10=-121,4-5=64,2-6=-38(F=-18) Concentrated Loads(Ib) Vert:3=-288 1 A WARNING-Verily 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 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 bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, 9 P 250 Klug Circle Corona,CA 92880 Job !Truss -- - '`Truss Type _-- Qty Ply Mission Homes MM2 -_-_-- 1 K33856571 B1702220 D02 MONO CAL HIP 1 1 -�___- -- - ---- - -- - - - , ---!Job Reference optonal) 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 ID:BiILaG3iC vrJwMV Wa397ilz2RgX-LIey8NJNHuoMdtu_nArwYg6YECU8YCHkeUHH9zz15UF 7-10-15 -1-10-8 '_.__ 3-7-7_.._ _ 7-62_.__. _... 7--4._F- _.. __.10-2-8 I 1-10-8 3-7-7 3-10-11 0-1-13 2-3-9 4x8 qJ-1 Scale=1:25.0 2x4 I I . ..__. 5 6 a X 1111P r-1 5.00 12 4x4 3 I r o I M I CI 6x8 11 2 i .41111. 9 10 3x4=: 3x6 =7 75-2._.. --_ 1_. ___-_142-8 ____.. 7-6-2 2-8-6----... ------ Plate QffsetL(X,Y)--[2:Edge,0-2-01 j3 0-1-4•o?_ot LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d T PLATES GRIP TCLL(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 Incr YES WB 0.19 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 1 (Matrix) , Weight:58 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&13tr 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. i 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=-707/28,4-8=-502/75 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 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)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 c�EO P R OFFS, 3)Unbalanced snow loads have been considered for this design. '` tr 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 ,\� ,,,NG I NEF-, ��2 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 4C 89200 P E 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• r 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. 'ate 9)Refer to girder(s)for truss to truss connections. y OREGON tir (/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,8. G 2j ,RDx f� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. <O '9y 14,2,° -`- 12)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. /y �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. ER A 1 LL The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES: 12131/2017 June 30,2017 11 AWARNING-Verify design �� rrlo g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mividua3 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 1 IY', k iTe • 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle j 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 ID03 'MONO CAL HIP K3385658 -- -- ----- -- - - -- _. _ I , Job Reference(option__ Pro-Build Beaverton Truss, Beaverton,OR 97005 ---- 11 11:: -- - -- 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 20:46 2017 Page 1 ID:BiILaG3iCvrJwM V Wa397ilz2RgX-LIeyBNJNHuoMdtu_nArwYg6XyCU8YAvkeUHH9zz15UF 762 7-10-15 I ---. __. _-_._. i -.._9-10-15 10-2 1-10-8 i 3-77 c.. 3-10-11 0_i-13 2-0-0 _.- 0-39 0-3-1 Scale=1:26.4 4x0 \\ 2x4 11 4. _X 6 5.00 12 l_ 13 ��_ . 0 4x4 3 l'/' , 6x8 --z 12 2 9 O 10 9 11 3x4-: 3x6--8 72. - -- -_1414_ -..-- I 1r8.2 2-8-6 Plate�ffse (X Y) ]2:Edge42-Oj x.0.1-4 0-2-0],[9_0-2-4 00 1-8] TCLLOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.44 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 BCDL 10.0 Code IBC2015/TP12014 (Matrix) 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 gi4de. REACTIONS. (lb/size) 11=574/0-5-8,9=544/Mechanical Max Horz 11=146(LC 12) Max Uplift 11=-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.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 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 opts3)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\0 IGNG N EF9 /�i non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 89200PE 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. 9)Refer to girder(s)for truss to truss connections. IP 'Cr 10)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)11 except(jt=lb) 1G 4 OREGON A. P P P 9=111. <O '9Y 14 2� 4 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. t Q- 12)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. � R R I LL 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 AWARNING-Verily design �.. rdo g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mividua3 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 , 1 Job -- - - - -- - - __ -- Truss i Truss Type Qty Ply I Mission Homes MM2 B1702220 1004 MONO CAL HIP K3385659 1 11D:BiILa I 1 ...__. -. -._. ----- - -_-_ __- _.. _ -- - _ ;Job Reference ional --.i Pro-Build Beaverton Truss, Beaverton,OR 97005 ---- - ---- --- - _--- -- ---- 7.640 sSep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:47 2017 Page 1 G3iCvrJwMV Wa397iIz2RgX-pyCKMjJ?2CwDFOTALtM95tfj_cgOHfOtt80rhPz15UE F.... -1-10-8 7-10-15 1-10-8 _..__. 3-7-7 - I _.__- __...3-10-11 0 1-13 1 2-0-0 1 -2- 11-10-15 3- 1-8-7 0-3-1 Scale=1:30.8 2x4 '.' 5 13 3x4 5.00 j 12 4 1 12 IA I aril 4x4 iy 3 2 111101 6x8= 11 2 011 { t. "I1 9 8 10 3x4 3x6 7 1. __ _. __ ---7-F�2. _.. i- _. 10-2-6_-- 1 �-2 2-$-6--- ---- Plate Offsets_(X,Y)- j2:Edge 0.2.01.13 0-1-4,0-2 OJ LOADING(psf) I TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (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 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a BCLL 0.0 Code IBC2015fTP12014Matrix BCDL _-_ 10.0 l ( ) Weight:62 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`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 REACTIONS. (lb/size) 10=544/0-5-8,8=538/Mechanical Installation guide. Max Horz 10=175(LC 12) Max Uplift 10=-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.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 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 ��Gp P R OFFcS' 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 ��5 �NG'NEFj9 �Q 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. •-•(--- 6) 89200 P E "9t� *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. jell./ 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) to -74. 2J OREGON b „lye 8=144. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /Q y 14 2Q1 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSUTPI 1. A, .- The building designer shall verify that this parameter fits with the intended use of this component. ..771:1/311.-\-•1 0 EXPIRES: 12/31/2017 June 30,2017 AWARNING-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,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 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 bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. 250 Klug Circle Corona CA 92880 Job Truss I Truss Type 1Qty Ply Mission Homes MM2 II K 61702220 DHR DIAGONAL HIP GIRDER 1 'Job Sep 29 rent201MTioek Industries,Inc. Fri Jun 30 11:20:47 20173 Page0I Pro-Buil7.640 d Beaverton Truss, Beaverton,OR 97005 ID:BilLaG3iCvrJwMV Wa397ilz2RgX-pyCKMjJ?2CwDFOTALtM95tfkGcu9HgXtt80rhPz1UE t 32-0____.t. 42-3 ,.- 8-43..._ Y_ 11-52..- t 14-3-1 1 171-0 19-10-15 r__22-8-14___k 25.6-13___I_ 28-114.._ 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[i2 11 10 3x6 / 8 9 to 14 7 6 5 rem 3x4% 4 d 3x4 'T 3x4 % 3 3x4 I 3x6% 2 13 q, •m 1 a i 12 a VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). F-. 423_ 1-...---- 8.4.5.--- 4-273 9-2-2 Plate Offsets( Y)- A2:0-2-0,0-1-8) LOADING(psf)5 0 SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 2 (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 bracing. REACTIONS. All bearings 0-2-2 except(jt=length)12=0-7-6. (lb)- 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.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 20.0psf 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 O�� 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(NE 9 s/ 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. . -- N F 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8,9,10. C? 2 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� 89200 P E 9t- 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. yG , OREGON tx de.,lV <0 14- 14 2 4 MRRIl.. - EXPIRES: 12/3112017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIt-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 truss web end/or chord members only.Additional temporary and permanent bracing fY�11 iTek• 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 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 1Qty Ply Mission Homes MM2 K3385661 B1702220 F01 California Girder 1 1 Job Reference(optional) I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:49 2017 Page 1 I D:yAA6EMJm6DbwvORjLSOOwQyrrlp-IKJSnPLFapAxUKdZSIOdAIkzuPOeIXeAKSVyIHz15UC -A 10-8 -_}. .5555 3.3-1 ---.. - -X19-.15 $a-0 -- 1-.. 10-1-1 _._ 48-14 16-0-0 17-10-8 1-10-8 5-3-1 0-7-14 2-1-1 2-1-1 0-7-14 -_.- -_-.. 5-3-2 -__1 1-10-8 { 1 Scale=1:33.6 3.00 1.12 5x12 2x4 5x12 m;m,_ ' 6 ,,i 2 o I'9 _._ - _� 7 ISI 4x8 - 10 11 9 12 8 4x8- 2x4 3x8-- 2x4 11 1- __ -__5-3-1 -._ _8-Q0 __..14-8-14 - -_._-_ _.__. - 16-04-_ - _ __ ---- ---- -__ 5-3-1 ---I 2-8-15 l -28-14 -- --. _._5-3-2 - Plate Offsets(XX)-- 12:0-34,Edoej,13 0-3-12 U-1 4],1550-312 0-1-41,16:0-3-4 Edc�eJ LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) I Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.24 9 >767 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 I BC 0.77 Vert(CT) -0.39 9 >476 180 Rep Stress Incr NO ' WB 0.28 i Horz(CT) 0.08 6 n/a n/a I BCLL 0.0 Code IBC2015/TP12014 I (Matrix) o BCDL 10.0 [ Weight:63 lb FT=70% 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. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer `Installatiori uide. 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=6.0psf;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 3)Unbalanced snow loads have been considered for this design. �,_ED P R OFFS 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,'� �NG' um S/ non-concurrent with other live loads. t�� 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with any other live loads. Q 89200P E �r- 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. 41110esor" 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=264, • 6-264. 172... , OREGON �tv 10)Girder carries hip end with 6-0-0 end setback. 1 1)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /O '9}� 14 2-°)% #12)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. M les 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 C R R 10- 10-7-2,and 350 lb down and 120 lb up at 54-14 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 Continued Idin pn�ggdesigner shall verify that this parameter fits with the intended use of this component. June 30,2017 men. 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5111-7473 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 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 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/TPN 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 � I Job Truss _.- IT r , --o Homes 2--- Truss Type �ty Ply :Mission MM2 B1702220 'F01 California Girder 1 1 K3385661 job Reference gptiongi)_ 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:yAA6EMJm6DbwvORjLSOOwQyn1p-IKJSnPLFapAxUKdZSIOdAIkzuPOeIXeAKSVyIHz15UC 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) Verl:1-3=-64,3-5=-121,5-7=-64,2-6=-38(F=-18) Concentrated Loads(Ib) Vert:3=-288 5=-288 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 R A1Tek^ 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 ANS1ITPI1 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 - - -- B1702220 F02 1Common K3385662 Pro-Build Beaverton Truss, i 1 � ID:yAA6EMJ1- _-_�JObp292015ference(Tek Ind_ Page Beaverton,OR 97005 - -- - 7.640 sSep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:49 2017 1 m6DbwvORjLSOOwQynlp-IKJSnPLFapAKUKdZSIOdAI kxcPSeIZdAKSVylHz15UC -1--14 8-_ _ I 1-10-8 -.. _... 8-0-0 -.._ +... ___. _. __. _. 1&-0-0_.-.. +_.. 1740-8- _-- 8-0-0 1-10-8 Scale=1:32.5 4x4 3.00 I12 3 9 10 v 8 11 'I 7 12 2 4 co 'C, 4101®1 d 3x8 2x4 3x8 _. —... 8_-_0A. 15r4,0 I 8-0-2 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 0.86 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 B_GDL 10.0 Code IBC2015/TPI2014 l (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&Blr G 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 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. `�Q� PRO Fs 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 lfords. \� �NG'N E�9 s/O 5)This truss has been designed for a 10.0 psf bottom chord live load nonwncument with anyother 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 �� 2 fit between the bottom chord and any other members. :9200PE �r 7)A plate rating reduction of 20%has been applied for the green lumber members. / -10 # 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, AP` 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 Ion term loadin • Ct g g(creep)in the Vert(CT)deflection perANSI/fPI 1. -y OREGON 40 The building designer shall verify that this parameter fits with the intended use of this component. G c, <O 4)- 14,221P} MFRRII - EXPIRES: 12/31/2017 June 30,2017 1 A WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.1N01/2015 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 �� 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 budding 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 M�Male fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component j 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. lCorona,CA 92880 1 Job Truss 'Truss Type Qty Ply Mission Homes MM2 K3385663 B1702220 JA10 JACK-OPEN GIRDER 1 1 Job Reference(QQttional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:50 2017 Page 1 I D:Bi l LaG3iCvrJwM V Wa397ilz2 RgX-DXtT_I M tL71 o6 UCIO?vsi W HEDpt8U2vKZ6FVI kz15U B -1-10-8 81 5-10-15 Q , _ 17-10 15 l-1 -3 I 1 1-10-8 1-9-0 {1-3 0 2-10-15 0-1--111 3-10-15---- 13-10-15 4-0-0 ----1- 4-0-0 - 1-11-4 5.00 r12 9 Scale=1:53.2 8 m 17 o J 3x6% 16 7 6 5 A ro Im 4 Io 2x4 I I 2 153 1 1.,1 1 . 1 m :V- 12 10 14 13 3x8 II 2x4 2x4 [ 1-9-01- 6-0-5____... 1-9-0 -1-5 ___. 4-1-1 Plate Offsets(X.Y)- j14:0-450-1-8J LOADING(psf) 1 TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 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 Ina YES WB 0.02 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (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. (lb)-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 �_co PROFFS 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 \� IGNGI N�F9 /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. 89200 P 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. 1� 8)Refer to girder(s)for truss to truss connections. oil 42p, tz- 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,7,8. y2... A_OREGON !(/ 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) "� Nt''' 4=126,8=110. /O .1)' 1y 14 2P P4 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,7,8. M 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. FR R 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 1, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,end is for an individual building component,not Mil 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 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 ANSI1TPI1 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 JobTruss Truss Type Qty JPly Mission Homes MM2 B1702220 JDO5 JACK-OPEN GIRDER 1 1 K3385664, — — I ,Job Referenc (optional) Inc.Pro-Build Beaverton Truss, Beaverton,OR 97005 _ - - I -- -- --- --- 017 -- 7.640 s Sep 29 2015 MiTek Industries, Fri Jun 30 11:20:50 2017 Page 1 D:BilLaG3iCvrJwMVWa397ilz2RgX-DXtT IMtL7lo6UCl0?vsiWHEDpmBU2AKZ6FVIkz15UB I. -1-10-8 I14,0 _-_S-04.. 1-10-8 3-0-0 {.. _—. 3-0-0 --_.I _. _.- 3-9-7___8-9 _.. _..� Scale=1:29.3 4 'ao N o 1e 5.00 LT2 3 8 e ,- vi 4 a 7 2 �I 1 . 1 A 6 5 3x8 '! 1 1-1045 I 84)-0 _ -- 110-15 _._ 4-1-1 _Plate Offsets(X Y_ I6:0-4-8,0-1-8] LOADING(P T SPACING- 2-0-0 CSL TOLL 25.0DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 i 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 BCDL 10.0 Rep 15 -. 1 (Matrix-M) Horz(CT) -0.02 4 n/a n/a Stress Incr YES WB 0.00 Code IBC2015/TPI2014 Weight:27 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 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 1 be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 0-1-8 except(jt=length)6=0-5-8,S=Mechanical. Installation guide. (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 11;Exp B;Fully Exp.;C1=1.1 � NG(NEFR /O QlEO PR 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 non-concurrent with other live loads. s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ?i 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 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. ' /� 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. tip 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) 1470-‘7.4/)' OREGON tx /Z 3=109. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. /O '9Y 14 20'` 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 44 Q- 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. 'FR R I�_\,• 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.10/03/2015 BEFORE USE. moo Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11114 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MIT®IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1,11 Quality Criteria,DSB-89 and SCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, 9 P 250 Klug Circle -- _. Corona,CA 92880 1 Job Truss iTruss Type ;Qty Ply Mission Homes MM2 81702220 X01 CAL HIP 1 lJob Refp erence 2015 MTek Iadustries,Inc. Fri Jun 30 11:20:51 20173 Page51 Pro-Build Beaverton Truss, Beaverton,OR 97005 ID:2vpwsg_FMhRG BBKhdLi6bfz2ffN-hjRrB4MV6RQfkenxajR5FjpOADBSDUQTom_2gAz15UA 3-10-15 6-ll-e I -1-10-8.-- -. - 4 3-e-2 -1i4 6-6-9 --.- 6tl-3-19-1 L 10-5-8 1-10-8 3-6-2 __-0--13 f--. -... 2-7-10 3-6-2 031 0-1-13 Scale=1:21.0 4x6 == 4x6 3 10 5.00 12 r_q _ _ _-- o.. 9 4 o 1110° 7 11 6 3x6% 2x4 II 2x4 II 3x6 _. __.34-2 X10-15_--- 5-2-12_- i.._._.6-6-9. 6-11_x{ 146. ---1 3 r2 .0-4-13 13 1-3A3 0-4-13___. 34-2_.- Plate Offsets_().(,Y)-_-__[2:0-3- 0-1-8].13.0-2-8 Edged,14:0-2-8,EdgeL15:0 3-2,0.1-8] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deb Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.04 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 5 n/a n/a Code IBC2015/TP12014 BCDL 10.0 (Matrix) l Weight:37 lb FT=10% 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 i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/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;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)TOLL: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. P 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� R OF non-concurrentidedewith otherinato loaprevent \��(,� G]NE�Ftrs/O 5)Provide adequate drainage to prevent water ponding. T 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 9 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 cr. 89200 P E r 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)5 except(jt=lb)2=1 ` 10)Girder carries hip end with 4-0-0 end setback. ii Zr y OREGON lv 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4. 4.. 1p1 'C 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q Y 14,ZO -'- 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 l?'‘'.*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 FR RIO, 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 J5)In thee LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). June 30,2017 o tinue on page 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 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 i Mission Homes MM2 161702220 ;X01 CAL HIP 1 1 K3385665 1_ Job ReferenceScRtiona _ Pro-Build Beaverton Truss, Beaverton,OR 97005 - _-- - _ - - --- 7.640 sSep 29 2015 MiTek Industries,Inc. Ju Fri Jun 30 11:20:51 2017 Page 2 I D:2vpwsg_FM h RG BB KhdLi6bfz2ffN-hj RrB4M V6ROfkenxaj RSFjpOADBSDUOTom_2gA215UA LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-89,4-5=-64,2-5=-28(F=-8) Concentrated Loads(Ib) Vert:3=-107 4=-107 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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,not NMI 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 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 r Job Truss Truss Type Qty 1Ply I Mission Homes MM2 1B1702220 X02 CAL HIP 1 1 K3385666 ID:2v. .-s_F!. Job Referenc{gptional) 1 --_- - 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 pw g MhRGBBKhdLi6bfz2ffN-Av?DPQN8skYWLoL78QyKnxMaldXnyygdOQkcMcz15U9 3-10-15t 6-11-6 -1-10-8 _._l..__ ____ _..3-6-2 3-7- f 49-7 -._-4. 5-8-1 I 6-6-9 6-9-144 10-5-8 1-10-8 3-6-2 0-1-13 0-10-8 0-10-10 0-10-8 d-3-1 3-6-2 0-3-1 0-1-13 Scale=1:21.0 4x4% 6 4 4x4 a 5.00112 3 I_ _ 1>< _ *Or 10 4V I 10 Ti_ 12 13 - 14• 15 N i 16 il Oil2 1 8 3x6 i 2x4 2x4 3x6 F-- - -__ _._-6,2 ___.. _. 3-10-155 _. . 5-2-12 _-.. i ----$ 9— fi -6- -- -11- __ 19 3-6-2 0-a-13 13r15 1-3-13 0-0- 13 ___—_.. ----- 3,6-2 Plate(Asets-(X Y) (2;0-3-2,0-14.1,17:0- -1-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Lid PLATES GRIP TCLL 25.0 ( ) (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.04 8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.06 8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:39 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins,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 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 Grav7=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.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Extedor(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 �� O P R �s 3)Unbalanced snow loads have been considered for this design. OF 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 NGI NEF9 t,/ non-concurrent with other live loads. �2 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. :9200P E t-- 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)P2rovide de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) • ct y 1. OREGON tV 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7. 4 ,`R A, 11)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <O :1" 14 ° 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. /y 2 �Q' The building designer shall verify that this parameter fits with the intended use of this component. ER R I L\,. EXPIRES: 17L31/2017 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 Mu 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 Mk ITe 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 bradng 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 r I Job Truss TrussTYPa QtyPly [Mission Mission Hom es MM2 1702220 -.. - 7.6401K3385667. BPro-Build Beaverton Truss, ��XHR DIAGONAL HIP GIRDER Beaverton o- - -- - - - - ID:2v ws_FMhRG.6 0 Job Reference9 15 Mi cit Industries,nd1 Beaverton,OR 97005 -- - --- -- -- --- sSep 29 2015 MITek Inc. Fri Jun 30 11:20:52 2017 Page 1 p g hdLi6bfz2ffN-Av?DPQN8skYWLoL78QyKnxMcSdbKyygd0QkcMcz15U9 -_ -. .32r0 2-;<L-3_ I-_ __.. - 2-9-3 _-. _. _34 }...... 6,10A 8-10-10 3-2-0 2-9-3 _.-- 1-3-14 0-0-6 Scale=1:19.7 3x4% 4 l:2 3 I 3x4 f. 3.54 R12 r 3x4% �a N 6 �/ 3x6 \\ r W 5OA 2 71 • r Y' .Or j14411 1 i.-._ _- -_.2-9- -. __ _ + 3_e6 _ _ __. 2-9 -._- _.__2-93 Plateiffsets MY), j2:0-2-7.Ed9eL LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 VertLL -0.01 2-3 >999 240 MT20 220/195 TCDLSnow=25 0o Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 2-3 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 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) 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(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 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 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)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) ��IA 0 P R OFFS 2evele I NEL- S 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. Gj C71 E /O 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. N` N 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. �� :9200PE c' The building designer shall verify that this parameter fits with the intended use of this component. til yL ,„OREGONIx qtr✓¢ 'Q '4- 14 2 4 MFR R I IA- e' 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 MITek• is always required for stabitty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,Y1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 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 I,Ply 1 Mission Homes MM2 K3385668 B1702220 Y01 CAL HIP 1 7.640 J Sep 29 Reference MiTek Industries,Inc. Fri Jun 30 11:20:532017 Page 1 eav ID:2v s_F Job Sep o Industries, I _ Pro-Build Beaverton Truss, Beaverton,OR 97005 pw g MhRGBBKhdLi6bfz2ffN-e6ZccmOmd2gNzxwKh8TZK8vkg1ufhOomF4T9u3z15UB I _.- - -1,10,8 _... -_ 3-5-15 --. --. 3p10l�. _6r6 8_.. _-.6-11-9-. . 11$ ---I 1-10-8 3-5-15 '0-5-0 2-7-9 0-5-1 2-11-15 Scale=1:22.9 556 4x6 5.00'12 o1 __. 9 10 M: 5 m ell 2 IH 1' t 1 7 11 12 13 6 356 3x6 254 I I 3x4 356 -- I I _ _.. 3-5-15 { 641 . _.. _ 941 I 3-5-13 _._3-5-10 2-11-15 Plate Offsets_(X Y)-- 12:0-3-2_k1-81,13:0-3-110-1-121,15:0-0-0,0-0-131 15:0-1-2,0-6-51 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 0.41 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 j Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015ITP12014 (Matrix) 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 I Installation_guide. 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(lb)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.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 t`Q`�D 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 �\C-0 ANG j N 4, s1/2O non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. ?i 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 P E 9l 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. ---tis 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except llt=lb) 2=130, yG , OREGON IX ktv 11)Girder carries hip end with 4-0-0 end setback. /Q q1. 14 2°' 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q M 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. FR R I L'- 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 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 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 bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Il Corona,CA 92880 f Job Truss Truss Type Qty Ply 1 Mission Homes MM2 `j B1702220 Y01 CAL HIP 1 7.640 s Sep of renc Meek Industries,Inc. Fri Jun 30 11:20:53 20173 Page 8, _._ I __-- Job Reference o tional 2 201 Pro-Build Beaverton Truss, Beaverton,OR 97005 2 I D:2vpwsg_FMhRGBBKhdLl6bfz2ffN-e6ZccmOmd2gNzxwKh8TZK8vkg1 ufhOomF4T9u3z15U8 NOTES- 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(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 • 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 MUM connectors.This design is based only upon parameters shown,and is for an individual building component,not 6 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 tY�11k 'T 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. Corona,CA 92880 • Job 'Truss Truss Type _-- ----Qty IPly I Mission Homes MM2 - -- -- 91702220 1Y02 1 COMMON 1 ID:2v s_FM 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:53 2017 Page 91 2 Pro-Build Beaverton Truss, Beaverton,OR 97005 - hRGBBKhdLi6bfz2ffN-e6ZccmOmd2gNzxwKh8TZK8vIV1 uHhOUmF4T9u3z15U8 1 - _ -1-10-8 1-10-8 I_-- 52-12_ r._ 5-2-12 9 --_ 4d1� 1 4-8-12 Scale=1:22.1 4x4 1 5.00 112 g 7 9 6 4 ^I 2 +moi , Y' 3, 1 '43/W, _ 5 3x6 3x6 f---- 2x4 '1 3x6 1 -_ -- _.. 52-12-._.. __8-1]�._ I I — - 5-2-12 412__ Plate Offsets(&Y)-- f2:0 3-2 0 1-8j j4:0-0-0.,0-0-13j,�4.0-1-2,0-6-5j LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 VertLL 0.03 2-5 >999 240 MT20 220/195 TCDL Snow=25 7. 00 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 Code IBC2015/TPI2014 Weight:35 lb FT=10% BCDL 10.0 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 OF 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 Installation guide. REACTIONS. (Ib/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.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 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 „QIEp PR 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. �Gj oNG'N EF9 s/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 ,C? ?i fit between the bottom chord and any other members. 89200PE "9l 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. ,.-ow 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. -y OREGON 470 719)- 14 `4°N 4 MER R I Lk- 6 EXPIRES: 12/31/2017 June 30,2017 11 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-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 truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 il Job -.. Truss -... Truss Type -. -- Qty Ply i Mission Homes MM2 __. --. B1702220 ''YHR 'DIAGONAL HIP GIRDER I2 1 ,K3385670 Job Reference(optional) j Pro-Build Beaverton Truss, Beaverton,OR 97005 - - -t i -- --- - -- g 2-g 3 P q 1 1-8-14 yy 1:20:54 2017 PageU 1 - -324 - - 2-� — 7.64 @ 66 29 2015 MiTek Industries,Inc. Fn Jun 30 1nQsAvUkDjRVz15U7 3-2-0 2-9-3 ID:2v s FMhRGBBKhdLi6bfz2ffN-617_6P00MoDb5VWFr otMR OH Scale=1:20.4 4 3x4% 3 3.54[12 3x4 [4.id 3x4 O. 1 3x6 \\ 6 0 O p 2 .5 ONO 1 g „Ili-40• 1 I 2- I- _6-6r6— _._ -3 2-9-3. —._. Plate Offsets(X Y)- 12:0 2-7 Edge LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 VertLL -0.01 2-3 >999 240 MT20 220/195 TCDLSnow=25.0)0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 2-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a 01 BCDL 10.0 Code IBC25lTPI2014 (Matrix) Weight:23 lb FT=10% 201 -- _ 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(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 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 20.0psf 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)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. �oD P ROFF 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. tS 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �5 IGNG I NEFj4 s/O 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. �� ?i The building designer shall verify that this parameter fits with the intended use of this component. $g200PE "7 or Cr yG ,,OREGON �4/ <O ' 1420\ P+ ,::4" FR R I1-k- 6 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 ony 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 is always required for stability and to prevent collapse with possible personal injury end property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-a9 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 p 250 Klug Circle Corona,CA 92880 4111, 1 It Job - _ Truss T Truss Type Qty Ply l Mission Homes MM2 I B1702220 IZO1 MONO TRUSS - 1 1 K3385671 — -- aB -- - - ID:2vpwsg_FMhRG.60�SSepJob 292015MiTeference kInd_.--_ Inc. 1 7 40 Pro-Build Beaverton Truss, Beaverton,OR 97005 s Sep 29 2015 MiTek Industries,IcFri Jun 30 11:20:54 2017 Page 1 hai6bfz2ffN-617_g6POOMoDb5V WFr_otMR_K)GxQsAvUkDjRVz15U7 i__ - -- - _-. - _2-11-8-.... 2-11-8 Scale=1:11.0 2 3 2x4 I 5.00 j12 I 1 y ®I5 3x4-._ 2x4 I I 4 241-6 2-11A_ Plate Offsets(X,Y)— 35_0-2-0 9-1 ] TCLL 2 LOADING(psf)5 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 0.06 Vert(LL) -0.00 1-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.00 1-5 >999 180 BOLL 0.0 Rep Stress Inc, YES i WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:10 lb FT=10% 1 --_ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc puriins, 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�uide_ REACTIONS. (lb/size) 1=100/0-5-8,5=130/Mechanical Max Horz 1=44(LC 9) Max Uplift1=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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. ��\�D P R QFFS 7)Refer to girder(s)for truss to truss connections. s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. �� NGI NEFjsj �O 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 2 10)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. 89200P E 9�' The building designer shall verify that this parameter fits with the intended use of this component. ii cr yG ,,OREGON �4/ i0 11}' 14, 1 # 4R R I LA- 0- 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 " 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 end 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. I Corona,CA 92880 P B1702220Job i:Trus T i Truss Type 1 Z02 s ,,MONO TRUSS Qty Ply 21 Mission Homes MM2 K3385672 , r Job Reference 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 I D:2vpwsg_FMhRGBBKhdLi6bfz2ffN-aUhM 1 SQ09fw4CF4ipZV1 PZ_5_gbA9JQ3iOyGzxz15U6 -1448 2-11-8 I 1-10-8 2-11-8 - - Scale=1:12.4 3 4 2x4 •I 5.00 112 7 ro9 2 , 01 I 41111110'16 1 3x4=- 2x4 11 5 -- ---- ------ -. 2-11-8 Plate Offsets(KY),- j6:0-2 00-1- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TOLL 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 Rep Stress Inc: YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 . ( ) BCDL 10.0_- Code IBC2015/TP12014 (Matrix) Weight:13 lb FT=10% 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 L 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 Grav 2=383(LC 18),6=83(LC 19) FORCES. (lb)-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 ll;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. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \NOP R OFFS 6)*This truss has been designed for a ive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will c.\c '7"�NGI NEE- 0, fit between the bottom chord and anyother members. 02 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. ,-c-- 89200 P E r 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. Aar�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. The building designer shall verify that this parameter fits with the intended use of this component. • �� •• 7it ,4 OREGON D, oto <O )' 14 20N ,��' ,141)." 14 EXPIRES: 12/31/2017 June 30,2017 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 MiTeke 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 braung 11I'i®k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fY� 0. 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Y 6-4-8 dimensions shown in ft-in-sixteenths ' Failure to Follow Could Cause Property 4" Center plate on joint unless x,y offsets are indicated. I h 3j (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 114b,. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. C1-2 0_y1G C2-32. Truss bracing must be designed by an engineer.For 11111111ros:d wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 0 bracing should be considered. 1- U 3. Never exceed the design loading shown and never OU stack materials on inadequately braced trusses. 1- a C7_: C6-7 p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locatedesigner,erection supervisor,property owner and plates 0- 'as'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 Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *software or upon request. NUMBERS/LETTERS. 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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. 14, Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■� reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1111111111M b 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. Mil 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, �� ® 20.Design assumes manufacture in accordance with r Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015