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Plans (424) Vf\ - 00 5Mil Ll Ou z tcAvvAve__ MiTel( �L y MiTek USA, Inc. tf ��A. 250 Klug Circle Corona,CA 92880 951-245-9525 SEP 1 4 Re: B1702220 2017 Mission Homes MM2 CITY OF IG A RD BUILDING D :r: ION The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K3385625 thru K3385672 My license renewal date for the state of Oregon is December 31,2017. R Ore P EFq szo 89200PE �r COREGON 44; <O All)' 14 2-Q1 0- M ' • EXPIR . June 30,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job _.. Truss __ o Truss Type -Qty Ply Mission Homes MM2 81702220 ,A01 CAL HIP 1 K3385625 r I _ 3 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - -c.- --- -2-- 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:12 2017 Page 1 I D:BII LaG3iCvrJwMV Wa397ilz2RgX-KDa601u2HS WBYelRo1 EyAViidVjLaeRkgB2Uyxz15Un 5-10-15 -1 r :10-8 5-3-13 5-59_ 11-9-0 { 15-10-8 24-1-8 25-9-0 28-3-0 344-1 304N34-8-3 40-0-0 411-11004-8 1-10-8 5-3-13 0-1-13 5-10-1 4-1-8 { 8-3-0 _..-. 1-7-8 1 2-6-0 � 540-1 -_.5 3 13. t1-10-8 0-5-6 0-1-13 Scale=1:76.9 5.0012 5x10 \\ 4x4 =:- 2x4 II 8x8 2x4 I 4x4 - 5x10 // 3 .5- os ,: _X _X x5 _ �-6 7 8 -_� _ 928 00" 1 2 PO --- __... ' %� '-�_ '.2. _ ,b --- L q r o� _ •10 1 to lob^, LN 19 18 17 24 2329 22 21 3x8 2x4 II 3x8 -- 15 1413 12 8x12 -- 5x8 7x14 MT18H - 2x4 I I 8x12 30 2x4 7x14 MT18H _ 5x8 -- 5-3-13. _.. I _11-9-0_ i13-5A1119-8 24-1-8 25-9-0_-28a4) {..._ 34,8n3 4078-9 . Plate Offsets(X Y)- [3:0-3-8,0-2-0], : -8 [ :0 - e] [9:0-3-8,0-2-0],[12'ge,0-6-7],[13:0-1-15,0-1-8],[16:0-9�8 0 3-8],[17:0-1-12,0-1-8],[19:0-2-12,0-1-8],[20:0-9-8,0-3-8], LOADING(psf25.0 ) i SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL Plate Grip DOL 1.15 TC 0.50 VertLL -0.89 18 >531 240 MT20 220/195 (Roof Snow=25.0)5.0) Lumber DOL 1.15 ' BC 0.94 Vert(CT) -1.34 18 >353 180 MT18H 220/195 BCLDL L 0.0 7.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.28 12 n/a n/a Code IBC2015/TPI2014 (Matrix-M) Weight:706 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 60-0 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 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G*Except* 2-20 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 UpIift24=-525(LC 6),12=-518(LC 7) Max Gray 24=3674(LC 28),12=3684(LC 28) FORCES. (lb)-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, ��EO PROFESS 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, co ! GINE / 9-16=1265/9831,5-19=-729/196 G\ N F9 02 �L Noyes- 89200PE 9c' 1)3-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. `��-.� Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. , 4104P". 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 7G OREGON �!(cr� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. /O ,9 y 74 2-°�P4 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;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 MER R I-`' 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MEM 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 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 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 J Job ITruss !Truss Type Qty iPly Mission Homes MM2 K3385625� B1702220 A01 CAL HIP 1 _ - Job Reference SO phonal) 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:Bil LaG3iCvrJwM V Wa397ilz2RgX-KDa601u2HSWBYelRo1 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.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. 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(lb) Vert:3=-288 9=-288 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 buildingcomponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design n into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPl1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss TI YPe Qty Ply Mission Homes MM2 IK3385626' B1702220 IA02 'CAL HIP 1 1 Job Reference 1PPt ona) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:14 2017 Page 1 ID:Bil LaG3iCvrJwMV Wa397ilz2RgX-HbisQRwl p3mvnySgvSGQFwn?WSB2c21 HVXbOpzl5Ul 5-10-15 7-5-9 34-1-1 36-0-0 i-1-10-8I 4-0-0 15-5-9_t__ -13F_ 11-9-0 t 15-10-8 i 24-1-8 125-9-0} 28-3-0 I 32-6-7 323-3 34,617 +.-._40-0-0. -10-8i '1-10-8 4-0-0 1-5-9 -13 4-3-7 4-1-8 8-3-0 1-7-8 2-6-0 4-3-7 0-1213 0-5-6 4-0-0 1-10-8 0-5-6 0-1-13 1-4-13 1-5-9 Scale=1:76.9 10x10 10x10 5.00'x,12 4x6 4x4 -` 8x8'- 4x4 4x6-: 4 56 7 9 10 33 �,' ' 3x6% .r0 1m. °0 31M rx. - oc __x P �.--oa I_!HI ar._32__.aa as_ �� 3'6 c 29 a cs ;,00,„,„,„(0,,,2 - _ all. .. _. 12 i b•- .. � �— - _ b �� a. `3 v m 19 I22 21 20 2 .._8 26 25 24 4x6 4x8 4x6 18 17 .._ 16 15 1 o I^ _. 4 c 10x10 % 5x8 8x12 " 9x16 MT18H 2x4 II 8x12 5x8 10x10 2x4 II 9x16 MT18H=_ 1 4-49_. . . 79-13 11.9-9 _-{13-581.15-10-8.1 __ 24-1-8__... ,25-9-01.2 39 [ 328-3 1..39.-0-0 1--.949-0.. _i 4-0-0 3-3-13 _ 4—_ 1-9A 2-5-9 _5,3-9 l & 2-6-0 4,5:3 3-3-13 4-0-0 Plate Offsets(XY) ]4:0-4 7,0-3-0),j7 0 3-0,0-4 8J j10:0-4-4 0 3_0],114 0 4-B,E4g4 115:0-3 9 0-1-12]119:0,10,4,0-5,0],[23:0-10-4 0-5-01 127 0-3 9 0 1-12]I28:0-4-8 Edge] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.93 21 >509 240 MT20 220/195 TCDL(Roof Snow=25.)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 BCDL 10.0 Code 1BC2015/TP12014 (Matrix-M) Weight:255 lb FT=10% LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G`Except` TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except 7-104-7:2x6 DF 2250F 1.7E end verticals,and 2-0-0 oc purlins(2-7-3 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 19-23:2x6 DF 2250F 1.7E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Std G`Except* be installed during truss erection,in accordance with Stabilizer 23-26,5-25,9-17,16-19,4-23,10-19,2-27,12-15:2x4 DF No.1&Btr G Installation guide. 2-28,12-14:2x6 DF No.2 REACTIONS. (lb/size) 28=2239/0-5-8,14=2245/0-5-8 Max 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(Ib)or less except when shown. TOP CHORD 2-29=-4359/643,3-29=-4323/653,3-4=-5039/792,10-11=-5049/786,11-12=-4370/647, 2-28=-2391/429,12-14=-2397/425,4-30=-8851/1395,5-30=8851/1395, 5-31=-10127/1602,6-31=-10127/1602,6-7=-10623/1682,7-8=-10623/1682, 8-32=-10142/1592,9-32=-10142/1592,9-33=-8883/1375,10-33=-8883/1375 BOT CHORD 27-28=-182/405,26-27=-564/3981,25-26=-53/357,16-17=-52/359,15-16=-547/3991, 14-15=-182/405,22-23=-1326/8965,21-22=-1515/10127,20-21=-1504/10142, 19-20=-1304/8998 5 WEBS 841-022-66=--=11-811931425/272/53222,9-350--=2262==4-- 41403//74145393403-,, =241/137494-2573--=2317==2--75134297/211/92598806, 3=727471/9910--92-9119-=-71-711237//14519/4259, 6 212062=--=19-=2673551/4 5,3 21992219539, NCo�.4G I Oe s/o 3-26=-135/872,3-27=-559/139,2-27=-574/3618,11-16=-135/871,11-15=-557/140, �? 12-15=-568/3628 '4 2 NOTES- ti:..89200PE 91' 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 ;� �i . 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. 'y OREGON 44/ 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 G/0-4,/,51).' ' 14 2°1 4& non-concurrent with other live loads. s?,/>s 5)Provide adequate drainage to prevent water ponding. MER RIO- 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXPIRES: 12/31/2017 fit between the bottom chord and any other members. Continued on page 2 June 30,2017 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 111 ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Ibuilding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek I 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,056.89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 'Truss Truss Type Qty Ply Mission Homes MM2 --- _-- _ - --_ ---- K3385626' B1702220 A02 CAL HIP 1 - L ID:BiILaG3iC ,Job Reference(optional) 7.640 Pro-Build Beaverton Truss, Beaverton,OR 97005 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:14 2017 Page 2 vrJwMV Wa397ilz2RgX-HbisQRwlp3mvnySgvSGQFwn?WISB2c21 HVXbOpz15U1 NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)28=416,14=413. 11)Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)121 lb down and 45 lb up at 32-0-0,and 121 lb down and 45 lb up at 8-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,10-12=-64,12-13=-64,24-28=-20,14-18=-20,19-23=-20,4-30=-64,5-9=-96(B=-32),10-33=-64 Concentrated Loads(Ib) Vert:30=-96 33=-96 Trapezoidal Loads(plf) Vert:30=-64-to-5=-94,9=-94-to-33=-64 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 MiTek8i connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 TypeType _..._ _-- !Qty Ply Mission Homes MM2 K3385627' ,B1702220 A03 'CAL HIP 1 l 1 . - - - - I Job Reference(optional) i Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:16 2017 Page 1 ID:BilLaG3iCvrJwMV Wa397i1z2RgX-D_gcr7xYLgOd1 FbD1 sluKLtOp6BFWR5JkpOi5iz15Uj 5-10-15 7-5-9 34-1-1 36-0-0 1-1-10-8i_ 4-0-0 15-5-9 __7,3-14 11-8-0 I 15-10-8 I24-1-8 125-9-0, 28-3-0 1 32-6-7 32-6-3 34-617 _, 40-0-0 41-10-8 1-10-8 4-0-0 1-5-9 1-4-13' 4-3-7 4-1-8 8-3-0 1-7-8 2-6-0 4-3-7 0-1-13 0-5-6 4-0-0 ;1-10-8 ' 0-5-6 0-1-13 1-4-13 1-5-9 Scale=1:76.9 5.00 112 8x12 12 8x12 5 4x6--- 4x4 '- 8x8 4x4`- 4x6 4 5 6 _ 7 8 9 371. 11 o- 3x4% 32 - >c,___ x x x x xY x _ x B. x __09 g 33 3x4 C 06 iiiih......00,44,4iiiiiiiIiiii,41,1111,44:_ 34 o o; ael 14 A ■ L rn i5 q,^ 24 23 22 J �o cl 30 29 28 2726 4x6 --- 4x8 4x6 20 19 18 17 16 8x8 5x6 Job TrussTruss Type Qty Ply Mission Homes MM2 K3385627 61702220 A03 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:16 2017 Page 2 I D:BilLaG3iCvrJwMV Wa397iIz2RgX-D_gcr7xYLgOd1 FbD1 sluKLtOp6BFWR5JkpOi5iz15Uj NOTES- 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. 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 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. 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 MI lT ek' 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 iTruss Type Qty PlyI Mission Homes MM2 - -- i K3385628, B1702220 A04 CAL HIP IDII:BiILaG3i 1 ---. 1 i .Job ReferenceS tionell 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:18 2017 Page 1 CvrJwM V Wa397iIz2RgX-9NyNGozptIGKGZIb8HLMPmyiAwuo_SdcC7Vp9az15Uh 6-0-0 11-9-0 2866 346-7 1-10-85 1 �._-... 5-5-9 0-5r 5313 -_0-11-18 310-14 •__.._ 8-8-3 24-4-2 -4-911I 26.0 20-&7 5-313__-.. 30-1-11_ 400,0 i41-106-1 5-5-9 0-1-1 0-3-7 0.1-13 0-5-6 Scale=1:76.9 5x12 4x4 -= 2x4 II 4x4= 5x12 J 5.00 12 4 4 3< K 535 36 .. 6.. 37 7, ea16 _ 3.8 3x6 '30 3x6 3 31 29 I 9 :% iT bl d4 272ilk' —■ __ _-... '� _. _ v'- 32 1033 i� it --_-- • — _ • 4,-_.__ -_ tI i&.` _- -_-_. .,=..4,- 11 la m 1 - 19 17 2x4 I I G o. 22 21 20 4x8 15 14 13 12 10x10% 8x12 -- 2x4 II 2x4 II 234 II 6x12 10x10 6x12 8x12 2x4 I I 2x4 i 12-106 1111-9-0 �g 26-4-0 28-8-3 8-0-9-0-0 _. 15613 _-33 0-113 117-0 15-7 4. J.. _ 24-03.... _{25-9,0 T_28-;3-0 { _-_. 34-0-0... _._ 40 9 _1 8-8-3 1-4-14 1-11-006-3 5-3-13 6-0-0 0-3-7 0-7-0 11A_.._. Plate Offsets(X,Y)--J12.0-4-5 Edd e] [16:0-4-12 0 2-41,118 0-4-12,0-2-4],[22:0 3-8,Edge],[23:0-2-4,0-14],j25:0-2-A0-1-01___ TCLL LOADING(psf25 0 SPACING- 2-0-0 II CSI. DEFL. in (loc) 1/deft Ud 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 1 Vert(CT) -0.68 16-17 >695 180 1 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* p f MiTek recommends that Stabilizers and required cross bracing 4-20,8-14,2-21,10-13,23-24,25-26,18-21,13-16:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer 2-22,10-12:2x6 DF No.2 I Installationguide. REACTIONS. (Ib/size) 22=2469/0-5-8,12=2474/0-5-8 Max Horz 22=-62(LC 13) Max Uplift22=-538(LC 12),12=-535(LC 13) Max Grav22=2756(LC 31),12=2762(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-28=-4662/1026,28-29=-4624/1027,3-29=-4577/1042,3-30=-5527/1294, 4-30=-5512/1307,8-31=-5533/1294,9-31=-5548/1281,9-32=-4633/1037, 10-32=-4670/1021,2-22=-2671/656,10-12=-2674/654,4-34=-5175/1255, 5-34=-5193/1256,5-35=6949/1606,35-36=-6949/1606,6-36=-6949/1606, 6-37=-6949/1606,37-38=-6949/1606,7-38=-6949/1606,7-39=-5212/1244, 8-39=-5195/1243 BOT CHORD 21-22=-165/674,20-21=-42/257,13-14=-39/262,12-13=-107/679,17-18=-1370/6495, 16-17=-1359/6505 WEBS 4-18=-285/1701,8-16=-280/1710,5-18=-1896/485,6-17=-717/245,5-17=-141/645, 'S. e.9 R OF,str 7-17=150/630,7-16=-1882/494,3-18=-222/927,3-21=783/275,2-21=-889/3642, SCJ eNG[NE-cit /0 9-16=-215/940,9-13=-792/269,10-13=-887/3644,18-21=-859/3999,13-16=-814/4002 ,C? NOTES- :9200PE 9<' 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (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) 11111 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 4 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 $G 2!OREGON b ,./Z. 3)Unbalanced snow loads have been considered for this design. /O -1- 14 SQ'�P1 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 T non-concurrent with other live loads. MER R 11-k- 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ff" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing tYf\I'Te1C• 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 ANSIITPl1 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 1Ply 1 Mission Homes MM2 - -- ' K3385628 1 jB1702220 A04 ;CAL HIP 1 7.640 __. i _ i . . ._. gib Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:18 2017 Page 2 ID:BiILaG3iCvrJwMV Wa397ilz2RgX-9NyNGozptIGKGZIb8HLMPmyiAwuo_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 14"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(6=-64),8-39=-64 Concentrated Loads(lb) Vert:34=-192 39=-192 Trapezoidal Loads(plf) Vert:34=-96-to-35=-128,38=-128-to-39=-96 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MINIM 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 Nor 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 M R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPl1 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 TQty IPly J Mission Homes MM2 - -- — i K3385629 161702220 A05 -- CAL HIP I1 1 1 , —__ � _.___. _.--_-_ �� 1___ Job Reference(eMional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:20 2017 Page 1 ID:BiILaG3iCvrJwMVWa397ilz2RgX-5137hU_3Pv i2Wty_GiNquB12sjcsSInvfR_vETz15Uf 6-0-0 11-9-0 28-8-3 34-6-7 P -1-10.8+. 55-9 -.. 5-0,f5 11-3-13 1.1-8-9 15-7-16 + _... 241-2 25-9-0 28-30 7 34-0-0 _-.34-f-i 40-0-0 {41-10-8 1 1-10.8 3331 ,33 53-13 0-1-1 3-10-16 8-8-3 14-14 23-0 0- 5-3.13 0.-1 539 1-103 0-1-1 0-3-7 0-1-13 0-5-6 Scale=1:76.9 5x10% 10 5x10 5 2x4 11 5.00 112 a 4x4 -- 7 4x4 9 33 _u< _..29 IX X_.___X D0 IXC 1 3x4% 38 39 11 40 41 42 3x4 co 3 32 11 45 45 4 '�. digill31 1I� __ I 36 --- n 11 212 30 -___ 35 h,rN : 71t1�� 1n ti _1s =4� IT f� 19 2x4 __-: - -_ _—- 0 0 24 23 22 21 4x8 17 16 15 14 10x10% 5x16 2x4 294 II 2x4 I'. 5x16 a 10x10 8x128x12 2x4 I 2x4 II 12-103 -- 111-9-0 26-4-0 28-8-3 I 6-00--00 I 15f:33-1133 0.1'-13 0-7-0 2-234 I 8-8-3 M-0I I 28 9-0 03-3 5-313 6 -0-0 0-3-7 0-7-0 Plate Offsets(X Y)-- 114:0-4-8,E-dge1,115:0,7-&,0-1-81418:0-4-12_,0-4-q,[20:0-4-2 0-4=0],_[23 0-5,00-1 x,124;0-4-8,Ed9e,i,t25.0.2-4,0-1-14127;0-2-4,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.35 19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.54 18-19 >886 180 TCDL 7.0 Rep Stress Incr YES I WB 0.83 Horz(CT) 0.17 14 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-S) I 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 -- — MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Std G"Except* , be installed during truss erection,in accordance with Stabilizer 4-22,9-16,2-23,12-15,25-26,27-28,20-23,15-18:2x4 DF No.1&Btr G 1 Installation guide. 1 -2-24,12-14:2x6No.2 REACTIONS. (lb/size) 24=1995/0-5-8,14=2000/0-5-8 Max Horz 24=77(LC 16) Max Uplift24=-233(LC 12),14=-230(LC 13) Max Gray 24=2625(LC 31),14=2631(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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, �Ep P R OFF 11-18=-196/640,11-15=-727/225,12-15=-693/3306,20-23=-637/3766,15-18=-635/3769 �� NGiNEF (...9.-• NOTES- ��? �/li 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 :9200PE 9t-- (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 9-8-0,Exterior(2)9-8-0 to 13-10-15,Interior(1) 15-7-14 to 24-4-2,Exterior(2)26-1-1 to 41-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 g� 3)Unbalanced snow loads have been considered for this design. • SC 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 OREGON . non-concurrent with other live loads. L �.9 Y 14 ,ZO'�)' jO # 5)Provide adequate drainage to prevent water ponding. RQ. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '11Fi'A i 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. 8)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �Ie 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 is always required for stability and to prevent collapse with possible personal injury and properly 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 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 I Truss Type _..... y PlyI _.. _.. YP !Qty Mission Homes MM2 7.640 K3385629 B1702220 IA05 CAL HIP 1 - 1 '-_- '. - -_—. _-- --_—. ! -.- I Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:20 2017 Page 2 ID:BIILaG31CvrJwMVWa397i1z2RgX-5137hU_3PWV2Wtv_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 M167473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not " a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I 'Job Truss iTruss Type Q Ply Mission Homes MM2 B1702220 A06 'CAL HIP 1 K3385630 1 I ---..r _-. .-. 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 300 11 11:20:21 2017 Page 1 ID:BiILaG 3iCvrJwMV Wa397ilz2RgX-aydVuq?hADev71 UApQu31 Oa917tJBl 2u5jTmvzl5Ue 15-10-15 26-1-1 1-1-10-8 1-10-8 , 8-0-0 _1 13-10 15 1 131.-j_ 20-0-0 __.+ 24-1-1..._24-8- 1 32-0-0 40-0-0 41-10-8 8-0-0 -- 5-10-15 1-4-13 4-1-1 4-1-1 007-3 5-10-15 +_- 8-0-0 - --- 1-10-8 0-7-3 1-4-13 Scale=1:74.3 5x8 4x8-- 5x8 4 1 >2 >- 52 4 25 6 26 5.00[12 ✓_-- -___- 3x4 20 27 3x4 C ex 3 7 r ''.- i 28 172 18 29 ;it 1 - -' 830 v -:_ ._ __._ __4, 16 15 14 13 12 11 10 10010 4x8 3x8 5x8 3x8 4x8 10010 I _ 5 0 0 -I- _. 153-1-3-_ 1 20,0-0... 1 24-8-3.. _ 32-0-0_ 409-0 1 -- __ 8A-0 73 18. 4-8-3- _- 7 1$.___ - 8-0-0- Plate Qffsets(X,Y)-- 111:k0-478, 3-1,1,411:0-3,9,0-1A,- . 113:0-4-0,0-3-A115:0-3-9,0-1-8J,116:0-44,6-3-6j 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 i TC 0.84 Vert(LL) -0.31 13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.62 Vert(CT) -0.46 14-15 >999 180 BOLL 0.0 " Rep Stress Incr NO WB 0.77 ' Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 16=2178/0-5-8,10=2178/0-5-8 installation guide, Max Horz 16=-84(LC 13) Max Upliftl6=-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 ��Ep P R OFFss 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 \_ <c, J NEFi4 �p (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) �� 2 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 89200P E 9r members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE ds a psf(flat roof snow);Category ;Exp B;Fully Exp.;Ct=1.1 / 3)Unbalanced snownow loads h ds have been consideredd 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 MI 'Cr non concurrent with other live loads. vo 7GOREGON�� / ((/ 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. Q "I/' 14,ZQ 47)*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. MFR R IA_ RP' 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. 'I0 Girder carries tie-in spans of 4-0-0 from front girder and 4-0-0 from back girder. EXPIRES: 1?2017 7 Continued on page June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/07/2015 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 hillt 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 II, 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 bradng of trusses and truss systems,see ANSIITPII Quality Criteria,D59-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - _.... _ Corona,CA 92880 Job Truss Truss Type IQty Ply Mission Homes MM2 - -- - 1 K3385630 ;B1702220 A06 CAL HIP 1 1 ob a. n� ID:BiILaG3iCvrJwMVWasSep292015 ileklnldtri Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:22 2017 Page 2 397i1z2RgX-28Bu6A0JxWmmIA3M N7PIac6KmXDYwCEC71T01 Mz15Ud NOTES- 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)250 lb down and 103 lb up at 24-0-0,and 250 lb down and 103 lb up at 16-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-21=-64,6-26=-64,6-8=-64,8-9=-64,10-16=-20 Concentrated Loads(Ib) Vert:21=-192 26=-192 Trapezoidal Loads(plf) Vert:21=-96-to-5=-128,5=-128-to-26=-96 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 lot 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Ory ,Ply it Mission Homes MM2 1 K3385631 '61702220 A07 'COMMON ;1 1 �.-'. ID:BiILaG3i._.- _..Job Reference(optional)____.. 11:- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:220:23 2017 Page 1 CvrJ W M V Wa397i Iz2 RgX-W KIGJ W1 xiqud N KeZxrwX6pfd 1 x WAfeDLLPCarozl SUc F1 __DA;_.. 68-88= _.-_.. 12-200 {_-- IIs2-0- f- 30-00_..+. 0-0 {- 4 2-U I- -..363-2-4-0-0 _ !___.. 8 8-0 {11.1081 Scale=1:74.3 5.00 112 4x6% 4x6------- 6 6 7 8 9 3x6 3x 5 i27 '' `= 28 10 3x6 426 11 29 is .� 4 p 4x6 x6 m 3 12 6x86x8 Y 1 ��,2� -- - 22.-- o5x3x6 _ _.... \ �0 13 2 3 o -. _. ___. _.-. . , 1d 21 20 31 32 1933 18 34 17 35 36 16 15 3x4=_. 3x8 -' 5x6 '- 3x8 --- 3x4 -- _.4-0-0 _ 174)-0 _.20-04). i._23-0-0 _. _. 31-0-4 - __- i _... -_AO-0-0 9-0-0 8-0-0 3-0-0 3-20 8-0-0 9-0-0 PlateQftsets(X Y) -j2:Edge,0-2-14,[73:Edge,O-2 Oj,j18:0 3-0,0-3-01 TOL DING(psf)5 0 SPACING- 2-0-0 l CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.62 16-17 >762 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.78 16-17 >607 180 BOLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 15 n/a n/a BCDL 10.0 Code IBC2015TTPI2014 I (Matrix) Weight:232 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-21,13-15,6-9:2x6 DF No.2,6-19,9-17:2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-21,12-15 JOINTS 1 Brace at Jt(s):24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 21=1762/0-5-8,15=1762/0-5-8 Max Horz 21=102(LC 12) Max Uplift21=-66(LC 12),15=-66(LC 13) Max Gray 21=1773(LC 19),15=1773(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(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, 22-24=-4115/447,23-240=-415/447,19-243 463445,/1724=463/445 6-9=-2064/97, \�<ctGP EF9 s,� NOTES- mac? /fj 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 Q 89200PE '9r (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=1.60lir •• 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 j. j+ 3)Unbalanced snow loads have been considered for this design. 9 OREGON 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs G. 4." y da non-concurrent with other live loads. 1 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. A�t 4 2°RP.' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rt'/c R R I 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=10.0psf. g8))A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES. 12/31/2017 C6 Provideon page I 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 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 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job -_-. Truss Truss Type Qty [Ply Mission Homes MM2 1<3385631 B1702220 1A07 COMMON 1 1 1 ' _.__----.._1 _.... ---. __. I ,JobReference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:23 2017 Page 2 I D:Bi I LaG3iCvrJwM V Wa397ilz2RgX-W KIGJ W1 xiqud N KeZxrwX6pfdl x WAfeDL LPCarozl SUc NOTES- 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,end is for an individual building component,not tilt 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 ru Tek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSIII-139 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 't Corona, Corona, 92880 Job ,Truss Truss Type Qty Ply Mission Homes MM2 K3385632 B1702220 A08 COMMON 3 1 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 11:20:24 2017 Page 1 I D:Bil LaG3iCvrJwMV Wa397ilz2RgX-_WJeXs2aS8OU_UCIVYSmf1 Cn5KtTO6nVa3y7NEzl5Ub -1-108I _.. 6-8-0 __.1 _.. —..12100.-_...-.. 1 17-9-0 _l..20-04 _ I 23-9-0 --272-0. _i 33-4-0 }__. ____.4004 _-__-- _14110 { 1-10-8 6-8-0 6-2-0 4-2-0 3-0-0 3-0-0 4-2-0 6-2-0 6-8-0 1-10-8 Scale=1:71.9 5x6 — 5.00 12 7 1 4x6% ort 4x6 C 6 8 3x4 3x4% ,,,,r, �. 27 3x6% 21 '�1 3x6 5 26 3x6 i 9 4 10 c* o1 N , y NqIIIIIIIIIIIIIIIIIppp '2 4x8 % 4x8 C c8 3 11 8x8 i 8x8 12 2524 �'1 /..'...48 12 2 II �w x8 -sr 2x4 _ -:-:- - -. � o 20 19 29 30 1831 17 3216 33 34 15 14 3x4 3x4 3x8 5x6 ' 3x8-- i... 94 -._-- --_, ___.17-0-O.. -_1 _20.49_ 23-0,0... :... 31-0-0.. _..i- _.__... 40.0.0_ - -1 9-0-0 __ 0 OQ 3:0-0 _ 3-0-0 _8-0-0 90.0 Plate Offsets Kr, 12;0A4,0-6-01,112:0-3-4 0-6-01,117:0-3-0,07.3A — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.50 18-19 >943 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.67 18-19 >709 180 TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.14 14 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix) Weight:240 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G"Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-20,12-14,6-8:2x6 DF No.2,6-18,8-16:2x4 DF No.1&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 'F,Q,ED PR04-e, NOTES- c\5 �GNGINEE9 �O� 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 C` -v (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) 4.C- 89200P E 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. - _lw jr 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 -. OREGON 4(/ non-concurrent with other live loads. G 4 IN A, 5)200.0lb AC unit load placed on the bottom chord,20-0-0 from left end,supported at two points,5-0-0 apart. <O 14 2-°\ P't_ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will MFyR R I Lk+ 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)20=106, EXPI RES: 12/31/2017 Contnuedon page 2 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ��a 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 Component111 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 81702220..... A08 COMMON QtYPly Job (Truss Truss Type Mission Homes MM2 K3385632 3 1 1 I Job Reference(optional) ! ID BilLaG3iCvrJwMVWa397ilz2RgXW eX 2aS8OU_UCIWSmf1Cn5KtTO6nVa3y7NEz15U Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:24 2017 Page 2 NOTES- b 10)"Fix heels only Member end fixity model was used in the analysis and design of this truss. 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. , a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not illi. 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 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,DS8-09 and BCS(Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I Job Truss Truss Type Qty -Ply ,Mission Homes MM2 K3385633 ;B1702220 A10 CALIFORNIA ,1 1 r i1 Job Reference(optional) ; Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:26 2017 Page 1 ID:BilLaG3iCvrJwM V Wa397iIz2RgX-wvQOyX3q_IHCEoM8czUEkSH2b8brsl eo2NRER7z15UZ -1-10-81 _.-__ 7-02 _-.. .__.-I ___13r9A0 14§10_-__ 20-04._-.- 25-7-1 2SKZx6 _32-11-14__ ___;.-- _ 40-0-0 141-10 1-10-8 7-0-2 6-9-7 0-8--56 5-6-0 5-7-1 0-7-5 6-9-7 7-0-2 1 10 8 Scale=1:74.3 6x8 2x4 I'' 6x8 5 5.00 12 4 '; _..x 23.-s lw 24.> 5 23.. 2- _ '01. M 1 ' 21 3x4 i 27 3x4 .n 3 8 1162111811111.... ii 1 I 2 29 19 - _ --- 9 10,E 17 16 15 31 14 32 13 12 it o 8x12% 4x8 3x4 =- 5x8 -- 3x4-- 4x8 8x12 7.0.2. _._._i__ _.13410. 1. _ 29-9-0 __ - I 262 _- {..-... 32-11-14 j__. 40-M -. i 6-97 4-2-6 1,2-6 6-9-7 7-0-2 Plate Offsets(X Y) 14:0-4-Q01-121 17:04-0,0-1 12]-f11:0-5-0,0-2-0]112 0-3-9,0-1-8a,114:0-4-0,0-3-01116:0-3-9,0-1-81,117 0 5-0 0-2-0] LOADING(psf) SPACING- 2-0-0 1 CSI. 1 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 TCDLSnow=25 0)0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.38 14-15 >999 180 1 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.12 11 n/a n/a , BCDL _ 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:225 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(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 DF No.2,2-16,9-12:2x4 DF No.1&Btr G r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer !installation-gut'ld_e_ REACTIONS. (lb/size) 11=1852/0-5-8,17=1855/0-5-8 Max Holz 17=92(LC 12) Max Upltft11=-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 _ED P R OFF NOTES- '`<G. 'N cSs 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 \� l�,NC' EF,9 �O� (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) CVS 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 89200P E 9c' 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 / i 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. OREGON v.// L. 5)Provide adequate drainage to prevent water ponding. 1t* A• 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /6 'Q Y 4 ZO Q4 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. MFR R I I.-\' 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 IIIMMIM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. k 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 bracingMITBk• 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 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 K3385633 B1702220 ;A10 CALIFORNIA 1 1 — - l Job Reference(tonal) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:26 2017 Page 2 ID:BilLaG3iCvrJwM V Wa397iIz2RgX-wvQOyX3q_IHCEoM8czUEkSH2b8brsl eo2NRER7z15UZ NOTES- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)103 lb down and 50 lb up at 25-5-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-5=-64,4-7=-64,7-9=-64,9-10=-64,11-17=-20 Concentrated Loads(Ib) Vert:26=-53 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle '�. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Mission Homes MM2 B1702220 --- A11 ;CALIFORNIA I1 �- 1 K3385634 JobReference(optiona) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:28 2017 Page 1 I D:Bi l LaG3iCvrJwM V Wa397i1z2RgX-sI Y9N D54 WMXwTS WV1MO Wi ptM NGyGuKzW4Vhw K W?z15UX 1,1-104._.. . 7-02._ • -_. 13-940-__ 14-610 20-04___.. 1-_ _ 25-7-1.. 26-2,6 _..3241-14 -_- 1 __ _-_ 40-44... 141-148H 1-10-8 7-0-2 6-9-7 0-8-6 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 5.00 312 4 6 21 6a _.ay sa. _. _x ps_ 30 23 24 25 ---P. ,l 26 27 28 3x4I 3x4 N r 20 3 9 r 31 u u'.' m 19 210 r 18 17 16 33 15 34 _.. 14 13_.__ ---12 o 1 10x10 1 5x8 - 3x4 =' 6x8 3x4- 5x8 10x10 I_.._.- 7.92_. I _13-9-10.-.. I. _.20.0-0 -_ I -_- 26.24 __ .3211-14 40-0-0 -. _..1 7-9-2 -9 7 6.2-6 4,2,66-9,7_ 7-0-2 Plate Offsets(X Y)- j4:0-4-0 0-1-121 17 0-4-0 0 1 12]112:0-4-B,Edl e][13 0 3,9 0-2-01[15 0-4-0 0,3-A1_[17.0-3-9 0 2-0],[18 0-4-8 Edge] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.33 15 >999 240 MT20 220/195 TCDLSnow=25 0o Lumber DOL 1.15 BC 0.63 Vert(CT) -0.47 14-15 >999 180 7.BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(CT) 0.15 12 n/a n/a Code IBC2015/TP12014Matrix-S BCDL 10.0 ( ) Weight:231 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr C*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-7:2x6 DF No.2 2-0-0 oc puffins(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 ir- r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I.Jnstallaiio guide. REACTIONS. (lb/size) 12=1953/0-5.8,18=1953/0-5-8 Max Horz 18=-93(LC 13) Max Uplift 12=-246(LC 13),18=-246(LC 12) Max Gray 12=2660(LC 31),18=2660(LC 31) FORCES. (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, 423=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=-530/111,416=0/381,4-15=-135/705,6-15=-770/268,7-15=-135/705,7-14=0/381, ��Er PRQFFss 9-14=-530/111,2-17=-695/3359,10-13=-695/3359 NOTES- G,oGj O G[IVEF9 /O 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 � 2-9 (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 12-2-0,Exterior(2)12-2-0 to 16-4-15,Interior(1) �' :9200PE 1.-- 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 ` AO,' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 AP 3)Unbalanced snow loads have been considered for this design. - • iz- 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times fiat roof load of 25.0 psf on overhangs 7, OREGON 4/ non-concurrent with other live loads. A,1 5)Provide adequate drainage to prevent water ponding. /6 '9 4 20 QT 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 MFR A 10- 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-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 III 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 A'le lc' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fYf R fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSI/T7.I1 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 r IA11 CALIFORNIA ,1 1 , K3385634 I..— !- --_-- -L. Job Reference(optional) 7 Pro-Build Beaverton Truss, Beaverton,OR 97005 Page s Sep 29 2015 MiTek Industriess 20 ,Inc. Fri Jun 30 11:20:28 2017 Page 2 ID:Bil LaG3iCvrJwM V Wa397iIz2RgX-sIY9ND54WMXwTSVVWkOWiptMNGyGuKzW4VhwKW?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. 1' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-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 'Y'A'Z®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 ANSIRPII 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 TypeType...__.. ... _. - I__._ i ;Qty Ply Mission Homes MM2 85635 B1702220 1 Al2 COMMON -...- __ -I �640 s Sep e95 MiK3 Tek opek Industries,iInc. Fri Jun 30 11:20:30 2017Page 1 t3 Pro-Build Beaverton Truss, 8 ]210-4 Beaverton,OR 97005 _.... 17-0-0ID:BilLaG3iCvrJwMVWa397ilz2RgX-pggvnv6K2_ndiPgvrpYAulSpGlvLonDNz?PRauz15UV I 20-0-0 2 - I 2720.__._._I 33-40 I __ 4404__ rt1 10 8I 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 52 4x6 4x6 C 6 7 8 9 3x4 3x6 5 27IV:. 28 3x4 10 3x6 q 26 29 11 a� uj 4x6 % 4x6 2 3 /\)p, 12 6x8 -- 6x8 - 24 �' 30 Y1 22 13 2 2� m _. - ----- -_ - 3x6- ____ __ __ - `. .d 21 20 31 32 1933 185x8 34 17 35 36 16 15 3x4`-' 3x8 5x6 3x8 -- 3x4 =- 1 944__ I 17-0-0 i 2040 1 23-4-9 , 3t0-0 ! 40-0-0 I 9-0-4 __—___. __. $0-0 3-0-0 3_-4-0 - __... . 8-4-0____... 9-0-0 Plate Offsets(X Y)- 12_Edge,0-2-01,.13:Edge,0 ,118:0-3-0,0-3-01 LOADING(P 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 0.36 Vert(LL) -0.66 16-17 >722 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(CT) -0.82 16-17 >580 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.13 15 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:234 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-21,13-15,6-9:2x6 DF No.2,6-19,9-17:2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-21,12-15 JOINTS 1 Brace at Jt(s):24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 21=1794/0-5-8,15=1794/0-5-8 Max Horz 21=105(LC 12) Max Uplift2l=-73(LC 12),15=-73(LC 13) Max Grav21=1799(LC 19),15=1799(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2988/85,4-26=-2881/89,5-26=-2846/95,5-27=-2373/92,6-27=-2284/104, 9-28=-2284/104,10-28=-2373/92,10-29=-2846/95,11-29=-2881/89,11-12=-2988/85, 2-21=-328/219,13-15=-328/219 BOT CHORD 20-21=-69/2786,20-31=0/2445,31-32=0/2445,19-32=0/2445,19-33=0/2121, 18-33=0/2121,18-34=0/2121,17-34=0/2121,17-35=0/2445,35-36=0/2445,16-36=0/2445, 15-16=0/2786 WEBS 10-17=-669/191,10-16=-72/439,5-19=-669/191,5-20=-71/439,3-21=-3120/0, 12-15=-3120/0,19-22=0/700,6-22=0/710,17-23=0/700,9-23=0/710,6-9=-2141/158, 9,0) PROFS 22-24=-441/474,23-24=-441/474,19-24=-487/476,17-24=-487/476 \c'�C NG�NFF ss/� �, R 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 89200PE 9r (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 14-2-0,Exterior(2)14-2-0 to 18-4-15,Interior(1) 25-10-0 to 38-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS /yam 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. 7OREGON 4v 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 Zj'l O,\R •1 non-concurrent with other live loads. 5)200.01b AC unit load placed on the bottom chord,20-0-0 from left end,supported at two points,5-0-0 apart. 14 2 foP 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MFR R I Lk. 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=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES' 12/31/2017 a.Provid f�on mechapagen' I connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,15. June 30,2 17 ntlnue 1� A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 iYf■A'Te1�R' 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 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 1Qty !Ply Mission Homes MM2 i K3385635 B1702220 Al2 COMMON 1 1 i J:Job Reference(optional) I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:30 2017 Page 2 I D:Bil LaG3iCvrJwMV Wa397ilz2RgX-pggvnv6K2_ndiPgvrpYAulSpGlvLonDNz?PRauz15UV NOTES- 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 621" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss 'B1702220 AG ,Truss Type Qty Ply Mission Homes MM2 -- -- -- • I K3385636 CAL HIP 1 1 2 1 ' Job Reference(optional)_ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:32 2017 Page 1 ID:BiILaG3iCvrJwM V Wa397iIz2RgX-13ogCb8bab1 LyjgHzDbejX3fZbWGhxgQluYfnzl5UT 12-4-15 28-2-6 11061 5-2-0 &5-13 179-10.11-��614-9-1215-4 -.- 23-10-12 _.-_.. { 27-7-1 289031_6-3 } 3410-0 { 1 106 5-2-0 1 3-3-13 3-3-13 0-3 2-413 0-6-4 86-12 40-0-0 41-10-8 3-8-5 0. 9 3-3-13 33-13 5-2-0 1-106 0-5-9 0-1-13 Scale=1:78.7 2x4 11 2x4 '' 5x8 - 5x16% 6 8 2x4 4x4 9x12 MT18H 5.00 112 10 11 3x4 —. -7 d _ ix as 3c.-_ Da - az 3x4 4 :-',--- 410 __. _ - --- _.— 30 31 A� �} 13 -1 3s4 4x8 4x8 3 71 3x4 29 07 14 3x4 a 1'I' - IIIPP `� 3x4 33 r' 2§ 16 171,I— II I Y - _ __ _ 15 fi+' -- --'. 111 , 8x12 27 26 25 24 23 22 21 -- 20 19 18 17 7x14 MT18H---- 2x4 , 4x4 -- 9x12 MT18H-= 4x12 "' 4x8 7x14 MT18H-- 7x14 MT18H '- 2x4 I I HGUS28-2 4x6 12x12 4x4 =: HGUS28-2 _5,2-0 _-i 6,5-13 i 11-940.111i4 15-44 I_._.. _.- 23-10-12 28-2-6 _..129-8-9 31-6-3 , 34-10D_ i 404-0 j 5, 0_ 34-'13_- 3-3-13 91A3 3-4-19 _..-- 8-6-12 _._ 4-3-10 1--10 1-10-3'. 3-7-13. 0 Plate Offsets(X Y)-- 12:0-0-0,0441[3:0-170,0-2-01 j14:0-140-1-121,119:0-5-6,0-0-01 120:0-6-0,0-6 [21:0_2-4 t7 2-0J,[24:0-6-4,0-2-0] LTCLL OADING(psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (Loc) I/deg Lid 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 BCLL 0.0 Rep Stress lncr NO WB 0.95 Horz(CT) 0.19 15 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:598 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins,except 5-12:2x6 DF 2250F 1.7E 2-0-0 oc purlins(5-0-7 max.):5-12. BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 19-22,22-25:2x8 DF SS WEBS 2x4 DF Std G*Except* 9-24,10-23,11-21:2x4 DF No.1&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 Grav 2=6481(LC 30),15=7084(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-29=13062/1563,3-29=-12873/1572,3-4=-13181/1675,4-5=-13477/1787, 5-7=-12476/1700,7-9=-12476/1700,9-10=-15177/2141,10-30=-15177/2141, 30-31=-15177/2141,31-32=-15177/2141,11-32=-15177/2141,11-12=-14207/2032, 12-13=-14564/2109,13-14=-14402/2053,14-33=-14144/1944,15-33=-14166/1927 BOT CHORD 2-27=-1458/11503,26-27=-1458/11503,25-26=-1527/12120,24-25=-2031/15458, 23-24=-2031/15462,22-23=-1840/14166,21-22=-1840/14166,20-21=-1595/12118, 19-20=-1770/13237,18-19=-1775/13256,17-18=-1665/12479,15-17=-1665/12479 WEBS 9-24=-698/5077,9-25=-5885/860,5-25=-567/4284,10-23=-586/121,9-23=-1036/219, .\‘'i�p PROFS s 11-21=-2543/403,11-23=-269/1717,13-18=-854/136,14-18=-182/1243,4-26=-666/144, s 3-26=-156/1045,4-25=-178/1132,12-21=-449/3475,12-20=-553/3979,13-20=-69/677 ��5 �NG[NEF,4 /0 NOTES- �� 2 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 89200P E 9� 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. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. -y OREGON 4/./3)Wnd:ASCE 7-10;Vult=12omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS L/ �q '1°'�� l. 4 (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Q r 4 0 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 MFR R I 0, 0).- 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-Verily 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 r 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 Mil fabrication,storage,delivery,ryl efr o andlate bracing of trusses 18 and els systemst see ANSI VA 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. 1 Corona,CA 92880 Job lTruss Truss Type 'Qty IPly 1 Mission Homes MM2 K3385636 IB1702220 AG CAL HIP 1 ri 12 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:32 2017 Page 2 I D:Bil LaG3iCvrJwMV Wa397ilz2RgX-13ogCbababl LyjgHzDbejX3fZbWGhxgQluYfnzl5UT 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 pudin 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,12-10c1 Truss)or equivalent at 15-4-0 from the left end to connect truss(es)to front face of bottom chord. 16)Use Simpson Strong-Tie HGUS28-2(36-10d Girder,6-10d Truss)or equivalent at 29-8-0 from the left end to connect truss(es)to front face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-6=-64,6-8=-114,7-12=64,12-16=64,2-15=-20 Concentrated Loads(Ib) Vert:24=-5300(F)20=-3800(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is bawd 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 Mission Homes MM2 K3385637 B1702220 AHR i DIAGONAL HIP GIRDER 2 1 ------- i1 Job Reference.__. —cefes )_.._ 7.640 s Sep 29 2015 MiTek dustries,Inc. Fri Jun 30 11:20:32 2017 Page 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 ID:BiILaG3iCvrJwMVWa397ii1z2RgX-13ogCnb8babl LyjgHzDbejXA2ZmeGupgQlluYfnzl5UT 1 -3-2-0 {_._-_ 4-2-3 - 1-__.. 8-4-5 i 11-5,24--14-3-1._.r__17-t-.0 , 190-A_5_-..i 22,&14_ 25-6-13 -{__26-1-14 3-2-0 4-2-3 4-2-2 3-0-13 2-9-15 2-9-15 2-9-15 2-9-15 2-9-15 2-7-1 Scale=1:60.2 3.54 112 11 1 10 Ii- 9 0 3x6 6 > 14 7 6 v 5 vii 0 3x4% q dr 3x4% 7— 3x4% 3 r 3x4% 3x6 V. 2 13 - m' t of 1 12 Aljel VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). i-_. 4-2.3 _ __ -.8-43 -. _.I 4,2A 421. Plate Offsets(X Y) -j2:0,2-0,0-1-8]- LOADING 250 SPACING- 1-0-0 CSI. DEF L. in (loc) 1/deft Ud PLATES GRIP TCLL(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 BOLL 0.0 Rep Stress lncr YES WB 0.12 Horz(CT) -0.01 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:58 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)12=0-7-6. (Ib)- Max Horz 12=127(LC 8) Max Uplift All uplift 100 lb or less at joint(s)3,4,5,7,8,9,10,12 Max Gray All reactions 250 lb or less at joint(s)3,4,5,7,8,9 except 10=282(LC 18),12=263(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-263/178 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)-3-2-0 to 1-0-15,Exterior(2)1-0-15 to 28-1-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �,D PR OFF 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8,9,10. ��C. 1Ss 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. �GJ �NGi NE�R �� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8,9,10. �� 2 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ‘c---- 89200P E 9� 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. 7 • ,OREGON t.4/et <0 "qY 14 2.°� Q'�- MFRRiLA- EXPIRES: �- EXPI RES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not IN111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job (Truss 1Truss Type ;Qty 'Ply f Mission Homes MM2 I 161702220 601 7 6401K3385638' 1 I i HIP GIRDER I f Job Reference(option_ 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:33 2017 Page 1 ID:BilLaG3iCvrJwMVWa397i1z2RgX-DFM2Qx9DLy9CZtOUVVx6tVVw4FCzwS?Aegfyd5BD215US I. -1-10-8 __. -- x]4=15 1.- 7-63_. 1 __91-1 __.... 15-0-0 i 16 -1d4 1-10-8 5-10-15 1-7-5 1-6-13 5-10-15 1-10-8 ' Scale=1:33.0 5x10 3x4 -- 5x10 5.00112 3 .. �. 4-._.- ._ 1. 5 3x6 i ;`� --. —. l'71- __.. ___ 3x6 r>I 3x6 i �— _#• N mg I IM 1 i 2 ` 6 I / M �1 '0 12x12— 8 `: 1 q'N 10 d 12x12.-- 7 I * 5x8 2.50 112 5x8 0-i2 __ 51-1-8...- I. __8-10.8___.. i...__. _. 14-9-8 __... 151-0-0 0 -- -- -...j,$_. _5-11-0 - ----- - - __ _. 2-9-0 5-11-0 _.- 02r8 Plate Offsets(X Y)- 12;0-1710,1-1%13:0-4-12,0,2-81,[5 0-4 12,0-2-8)16 0 1-3 0-1 101,_[8 06-0 0_5-8j,19 0-6-0,0-5-8) LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 1 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 I BCLL 0.0 1 Rep Stress Inc: 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 WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer ' SLIDER Left 2x4 DF No.1&Btr-G 5-4-5,Right 2x4 DF No.1&Btr-G 5-4-5 L Installation guide. REACTIONS. (lb/size) 2=1481/0-3-0,6=1484/0-3-0 Max Horz 2=-41(LC 15) Max Uplift2=-214(LC 10),6=-214(LC 11) Max Gray 2=1682(LC 29),6=1686(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-4257/507,3-11=-4224/522,5-6=-4271/525,3-13=-5120/611,13-14=-5087/606, 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)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 Ep P R QF 3)Unbalanced snow loads have been considered for this design. �\G,.`�� G I NEF�s/O 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 2 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. •9200 P E 9t' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. IL 9)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • Q capacity of bearing surface. 174. 4 OREGON k� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=214, /O 'I}' 14 2O� 6=214. R)‘'''11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. MSR R I 0- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)605 lb down and 90 lb up at 5-10-15,and 605 lb down and 90 lb up at 9-1-9 on top chord. The design/selection of such connection device(s)is the responsibility EXPIRES: 12/31/2017 of others. Continued on page 2 June 30,2017 II A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/07/2015 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 [Job (Truss ([Truss Type Qty Ply 1 Mission Homes MM2 K33856381 161702220 1B01 HIP GIRDER I 1 _.._ 1. -.-_ _.. -. _ _'. Job Reference(pptional)-- - ------- - ._._._ 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 VVa397iIz2RgX-DFM2Qx9DLv9CZtOUWx6tWw4FCzwS?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 MII.7473 rev.10/03/2015 BEFORE USE. SII, 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 MiTeIC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss ;Truss Type Oty 'Ply Mission Homes MM2 --- 1 I — K3385639 220 BPro�Bui d Beaverton Truss, 7.640 B02 Beaverton,OR 97005 SCISSORS 1 '!Job Reference(optional) , s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:34 2017 Page 1 I D:Bi I LaG 3iCvrJwM V Wa397ilz2 RgX-hSvQdG9r6CH3BOzg4ed638cU4 M NXklOztcNfjfz 15 U R I.-_ _ _..._ ___ - 74-8 _.. _... i ---- __-. __.__. 149-8__ __.- : 1_6 __Q I 7-3-8 7-6-0 1-10-8 Scale=1:27.8 4x4 3 5.00 112 10 3x4 9 2 4 3x4 8 3x4 3x4 '41-1 01011 7 ` 11 1 n 5x6 I' 5 jc of ur o' - kk 6 m I. 141 2.50 H2 5x6 i I 5x6 I I I _ _._-. _._ 7-38-.__ _-._. .. _ _ 14-7-0 -_.._ 14-9.8 14-$_.__ __-._. ---I__. 7-3-8 0-218_ Plate Offsets(X Y) 11_0-1-14,0-2-51 15:0-2-7 0 4 9],[7:0-3$0 2$j LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 2 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.04 1-7 >999 240 MT20 220/195 TCDL 7.0 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 Code IBC2015/TP12014Matrix BCDL 10.0 ( ) 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 1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 3-11-0,Right 2x4 OF Std-G 4-0-2 be installed during truss erection,in accordance with Stabilizer Installation guide. 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. (lb)-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 •(<5\..° � p P R 0r��s 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �_Co• tJG I N Ez9 s4, 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. V 17 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 CC 89200 P E I- fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. �i41/ 8)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. O �r.. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) -yL �,OREGON �4(/ 5 =102. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /6 Y 14,2-° P+ 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. 4'1 ",i R I Lk- EXPIRES: 12/31/2017 June 30,2017MI NM 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 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 fYf B 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 braang of trusses and truss systems,see ANSI/T.11 Quality Criteria,DSB-89 and BCSI Building Component i 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job ;Truss Truss Type Qty 1Ply Mission Homes MM2 , K3385640 B1702220 'IIB02A SCISSORS '1 1 1 !Job Reference(optional).--. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:34 2017 Page 1 I D:Bil LaG3iCvrJwM V Wa397i Iz2RgX-hSvQdG9r6CH3BOzg4ed638cU VM N rkl l ztcNfjfzl5U R I - -1-10-8 __. --_ - _73,0_ _.-_. ) _.-_ -.._ 15-0-0 _... 1 16-10-5 . 1 1-10-8 7-6-0 7-6-0 1-10-8 Scale=1:31.3 4x4-- 4 4 5.00 12 3x4 11 12 3 10 13 5 3x4 N c 3x4% 0 *, 3x4 c4, 9 01 8 rliew 14 i �12' 5x6 II 6 0 et clArall7 g PI 4x6 II 2.50112 4x6 '' 78-0 9-6 14- 1;§- 0 0 13-8 L-3-0 7-3-5 0:24 I Plate Offsets LX,Y)-- 12:0-2-2,0-5-1116:0-2-2,0-5-11,48:0-3-8,0-2-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.04 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.08 2-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 BCDL 10.0 (Matrix) Weight:75 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 4-0-2,Right 2x4 DF Std-G 4-0-2 be installed during truss erection,in accordance with Stabilizer Installation guide. 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=6.0psf;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 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 <(- 0-.(1 P R'- 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 1N n non-concurrent with other live loads. �.. IGNG E�> c2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. lV 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 will4-C-- 89200P 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. ;'....:- 4111111 8)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -4_ _ capacity of bearing surface. O 0110 CC 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, -y OREGON ((/ 6=101. 4- 4 ��' � 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /Q '4 y 14 2O 4 11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. Qj The building designer shall verify that this parameter fits with the intended use of this component. �FR R I 0- EXPIRES: 12/31/2017 June 30,2017 AWARNING-Verify design parameter: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 NI' 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 MIT®Ka 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 busses and truss systems,see ANSI/TPII Quality Criteria,DSB-99 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 '',Oty Ply Mission Homes MM2 11 K33856411 B1702220 1803 Scissor 3 ! 1 1 ---- '�_-- --- __---- --- - - _ ----- C (Job Reference_optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 5 Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:35 2017 Page 1 ID:BiILaG3i vrJwM V Wa397ilz2RgX-9eTorcATtM/PwpAYseM 8LbL9fymj6TCE66G6CG5z15U0 __.-- _._. -._ --.- 7-34_.-... -... -I_._. _ _.__ - __. 1_47.0 -_. i 7-3-8 7-3-8 _-... Scale=1:25.4 4x4- 3 5.00 112 8 9 3x4% 3x4 2 4 10 7 o, 3x4 i - _ o' 4473x4 J 1/0-41 iltle 1 5 5x6 I I o 0101 0A e' 2.50 112 5x6 I 5x6 I I -_ _ _ _ 7-36 ___. _.. I_...-. __ _- -_. _143 . 73-8 7-3-8._._ ------._- _ _ Plate Offsets(X Y)-- j1:0-1 14,0-2 ], 0.2-11,0-2-J,16 0-33 0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.04 1-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 VertCT -0.07 1-6 >999 180 BCLTCDL L 0.0 *7.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 3-11-0,Right 2x4 DF Std-G 3-9-10 be installed 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 Upliftl=-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;Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-1-2 to 3-1-2,Interior(1)3-1-2 to 4-3-8,Exterior(2)4-3-8 to 7-3-8,Interior(1)10-3-8 to 11-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �� p P R 0 Fs 3)Unbalanced snow loads have been considered for this design. rr 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '< 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will _N5 0NG]N Ek-4. di— ,fit between the bottom chord and any other members. '3� 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. 4111.400.:40".. 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. . 10)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. 7 A_OREGON It The building designer shall verify that this parameter fits with the intended use of this component. G "� ,`b k /O k14 `.° Q�' MFR R 11-k- 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. e 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 1MiTek* 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?PN Quality Criteria,DSB-89 and BCSI Building Component i 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type qty I Ply f Mission Homes MM2 K3385642 B1702220 B04 Common ,1 1 -__. I -.. ; -._ Job Reference(qptiongi) ----- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:35 2017 Page 1 ID:Bi I LaG3iCvrJwM V Wa397iIz2RgX-9eTorcATtWPwpAYseM8LbL9abmk4TEm66G6CG5z15UQ I- - __ -7-0-8 _- 1. _ _--_. -_.14-14__ 1 7-0-8 7-0 8 _.-. 4x4 — Scale=1:37.6 5.00 i12 3 1213 14 15 11 16 3x4 2 3x4 1 4 of m 5 o+ N N 1t, 10 9 8 7 2x4 I I 3x8 6 2x4 '! I__. _. - -_.7-0-8 _._ i- -_.- 14-1-0_--.. 79 - - _- 7-0-8 -. ! LOADING(psi - TOLL 25.0 SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft lid PLATES GRIP (Roof Plate Grip DOL 1.15 TC 0.71 VertLL -0.04 8-9 >999 240 , MT20 220/195 TCDLSnow=25.)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 Code IBC2015/TP12014 (Matrix BCDL 10.0 ) ) 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. l 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=592/Mechanical,7=592/Mechanical Max Horz 9=-80(LC 8) Max Uplift9=-58(LC 12),7=-58(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-460/108,11-12=-394/110,12-13=-384/111,3-13=-376/119,3-14=-376/119, 14-15=-384/111,15-16=-394/110,4-16=-460/108,2-9=-534/139,4-7=-534/139 WEBS 2-8=-9/393,4-8=-9/393 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-8,Exterior(2)4-0-8 to 7-0-8,Interior(1)10-0-8 to 11-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. P 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �0 R OF 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 �\Ca G(N EnssWo fit between the bottom chord and any other members. 77 6)A plate rating reduction of 20%has been applied for the green lumber members. �i 7)Refer to girder(s)for truss to truss connections. 89200PE �r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,7. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -----7 10)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. O 02, 72_ , OREGON a .c.Qj <0 I* - 142�) P-}- MFR R I IA- EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �... Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not till" a truss system.Before use,the building designer must verity the applicability of design parametersend properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members Doty.Additional temporaryand permanent bracing NUTek* 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?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 Truss Type YP --- Qty Ply --- 1 Mission Homes MM2 1 K3385643 ;B1702220 BCG DIAGONAL HIP GIRDER 2 1 I� I. _-.Lb Reference(optional)_ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:36 2017 Page 1 ID:BiILaG3iCvrJwM V Wa397ilz2RgX-dg1A2yB5egXnQK73C3fa8Zih1 A4vCgBGLwsmoYzl SUP I _._ __._A2-0. _._.. I _._ 4-2-3 -._._ I. . -_.. _.-_14-S ---_- _ - I _.-. 10-5-12 _.__-_-1 3-2-0 4-2-3 4-2-2 2-1-7 Scale=1:27.1 6 5x6 5 14 3.54 H2 ' io E 2x4 1 13 w N 0 A 3x4 4 3 N 2r 7 a1 �� 2x4 I,, of 8 C 4x4= 1 1. - 5x16% 1.77 112 4.22_ --.. ---... 14-5 -._ ---._ 42-3 4,2-2 Plate Offsets Mill- (2;0-0-9.0-1-9],j5:0-2-8 0-2-12]-------__ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.03 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.23 Horz(CT) -0.00 2 n/a n/a BCLL 0.0* BCDL 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 la o P R ope non-concurrent with other live loads. 55)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. D !NC7 1 NEF9 �O 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. ' " 89200PE 9� 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. - 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=1b) • Q 2=163. ,././,OREGON Ik ,c44/ 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. /6A O '9�• 14 ,Z°'\ 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. A- le- 13)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. MFR R 10- 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSUfPI 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 QitikatbacA8f( I£tandard June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 rev.10/03/2015 BEFORE USE. 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 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 MIT* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 K3385643 11 Job Truss Truss Type Qty !Ply 1 [Misssion Homes MM2 iB1702220 BCG DIAGONAL HIP GIRDER '._. '._—__ 1... D I - -. __.Job Reference(optionl.) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:36 2017 Page 2 I :BiILaG3iCvrJwMV Wa397iIz2RgX-dg1A2yB5egXnOK73C3fa8Zih1A4vCgBGLwsmoYzl SUP LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,6-14=-64 Trapezoidal Loads(plf) Veil:9=0(F=10,B=10)-to-7=176(F=-78,B=78) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 '• i a truss system.Before use,the building designer must verify the applicadlity 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" 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 braang of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type IQty IIPlyMission Homes MM2 I K3385644 91702220 IBG FLAT GIRDER 1 Job Reference jogtional) 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 3-6-0 BilLaG3iCvrJwMVWa397ilz2RgX-61bZFICjP7fe2UiFInBphmEtla14xloPaabJK z15UO 0-042 _ {._. _ ___ 2-10-8 - _ ____..- 12-34__... i 141_14 -0 0-0-12 2-6-0 2 -12 -2 -{- - 2.10-8 { 3-6-0 2-6-0 0-0-12 Scale=1:25.7 2x4 11 2x4 I I 3x4-_- 5x16 5x12 MT18H -' 2x4 1 2 15 3 16 4 17 18 5 19 6 7 8 1 J. i ll - I - - 12 20 11 8x8 __- 21 22 23 24 10 1413 4x12 -,- MUS26 MUS26 MUS26 MUS26 g 4x8-- MUS26 3x10 MUS26 0-0Flt _.. 6-0-12 -._.-... _ _. +._. SA_1,4 I 14-11r4 - --. 154)-0 9=0112 59-0 2-108 5A-0 0-012 Plate Offsets(X Yj-- 16:0-5 0 0-2- 110:0-3-0 0-1-8,111 0-2-12,0-4-8,[12:0-5-13,0-1-121,113 0-3-9.0-2-01 LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 2 (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 Code IBC2015/TP12014 (Matrix) Weight:161 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Blr 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 Uplift 13=-705(LC 4),10=-878(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 RO P R OFF connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �G 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 „�9� !NC7 NE9 s/p (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,G' 2 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;C1=1.1 89200PE 9r 5)Provide adequate drainage to prevent water ponding. 6)Allh plates a beenT20 designed unlessdor otherwise indicated. / 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 4/ 4.10)Refer to girder(s)for truss to truss connections. / �1 y 14,2°�C #4'11)Provide metal plate or equivalent at bearing(s)10 to support reaction shown. A- P 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MER R I LA- 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 AWARNING-Verif design11 �� Verity g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev,10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Truss Type YP Qty Ply Mission Homes MM2 K3385644 161702220 d Beaverton Truss, BG FLAT GIRDER 1 2 ;Job Reference Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:37 2017 Page 2 ID:Bi1LaG3iCvrJwMV Wa397ilz2RgX-61 bZFICjP7fe2UiFInBphmEtlal4xl oPaabJK_z15UO NOTES- 15)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss)or equivalent at 8-0-12 from the left end to connect truss(es)to front face of bottom chord. 16)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 10-0-12 from the left end to 14-0-12 to connect truss(es)to front face of bottom chord. 17)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 14-5-4 from the left end to connect truss(es)to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. 19)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)291 lb down and 55 lb up at 0-6-12,1628 lb down and 204 lb up at 2-6-12, 694 lb down and 92 lb up at 4-6-12,551 lb down and 48 lb up at 6-6-12,551 lb down and 49 lb up at 8-5-4,and 551 lb down and 49 lb up at 10-5-4,and 551 lb down and 49 lb up at 12-5-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 20)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per 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 MiTek' 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 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 Mission Homes MM2 B1702220- _- BG-1 Flat Girder i 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTtek ionalIndustries,Inc. Fri Jun 30 11:20:38 201733 17 Page51 ID:BiILaG3iCvrJwMVWa397ilz2RgX-aD9xTeCM9RnVgeHRJUi2D_nAg IogW4ZoELstQz15UN _._.- -- -. 0-2d0 —... I.__. _. 6-3-2 ___.. —-I __---__-. 9-3-Sz. __. f. --_—-. 12-6-0 _.. __.._.. i 3-2-10 3-0-6 3-0-6 3-2-10 Scale=1:21.4 2x4 3x6 4x8 1 o _.._ X___ 0 3x(I �/i16 _ 1>< 17 4 >c t8 5 - 19 1� - . __.. X17,I o R i i'i d I HI{_; l0 J-. I._. _.--- - 1_1_ll__. `_ 12 11 _—... 10 4x8—zi 22 9 -- -- 4x8= 4x8 LUS24 MUS26 MUS26 1413 2x 2x4 I I LUS26 8 4 '' MUS26 3-2-10 I. - -. _.._ E3-0 _. -- - -9-39 _. _... __ 12.69_ - ---_._ 3-2-10 3 t - 3_-_a 2�0 Plate Offfsets(X Y)- j2:0-2-8,0-1-12j,j3:0-2-12 0 111�,j5 0-2-12,0-1-8]_160-2-8,0 1-12],j10 0 2-8,0-1-12]j1100-4-0 0 1-12],j12:0 2-8.Q-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.08 11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.13 11 >999 180 BCLTCDL L 0.0 -7.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:138 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(4-11-1 max.):1-7, except end verticals. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G*Except* 6-10,2-12,5-11,3-11:2x4 DF No.1&Btr G REACTIONS. (lb/size) 13=4635/0-5-8,9=4566/Mechanical Max Horz 13=50(LC 7) Max Uplift13=-570(LC 4),9=-617(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-4537/578,2-15=-4926/609,3-15=4926/609,3-16=-7196/885,16-17=-7196/885, 4-17=-7196/885,4-18=-7196/885,5-18=-7196/885,5-19=-5827/712,6-19=-5827/712, 6-9=-3277/420 BOT CHORD 11-12=-631/4926,11-20=-721/5827,10-20=-721/5827 WEBS 6-10=-806/6609,2-12=-691/5587,5-10=-1742/231,3-12=-2580/366,5-11=-210/1553, 3-11=-325/2575,4-11=-1011/125 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. o�0 PR Ore 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply `�G ss connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �GJ ANG]NEF9 �O 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=2511;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 4G"*"" :9200P E 9r 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf 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. • Q 8)A plate rating reduction of 20%has been applied for the green lumber members. '9 ,/�OREGON ((/ 9)Refer to girder(s)for truss to truss connections. G ' jO "/.4�, ��` '� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14,2.0 e,P 13=570,9=617. MFR R I L\- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical puriin representation does not depict the size or the orientation of the puriin 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 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 lifill 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 lY�I\ k iTe is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il lid fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 IJob Truss I Truss Type Qty Ply 'Mission Homes MM2 I B170222I 41 BG-1 'Flat Girder 1 7.640 K3385645 ID: �f 1_ BiILaG3iC.. ` Lob ReferenceLoptiontal l Pro-Build Beaverton Truss, Beaverton,OR 97005 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:38 2017 Page 2 vrJwMV 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-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 10-0-12 from the left end to 12-0-12 to connect truss(es)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1658 lb down and 208 lb up at 0-2-4,694 lb down and 92 lb up at 2-0-12, 694 lb down and 92 lb up at 4-0-12,551 lb down and 49 lb up at 5-11-4,and 551 lb down and 49 lb up at 7-11-4,and 551 lb down and 49 lb up at 9-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 19)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber 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 MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. IIIMM 11 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 hill' 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 M�IBke fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI7 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 BJ1 1 1 K3385646 a I JACK-OPEN 4 !_.._. l , _-[JobReference_foption 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 _ -- - 7.640 sSep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:38 2017 Page 1 ID:BiI LaG3iCvrJwM V Wa397iIz2RgX-a D9xTeCM9RnVgeHRJUi2D_nBF_nbgdCZoELstOz15UN i-__. -_.. -1-10-8.. __ 1-10-15 1-10-8 1-10-15 --- _- 1 Scale=1:11.0 3 I T a 5.00 112 6 d 3x4 11 1 2 05 '9 j I 4 N 1 1 O 1 0 1110 -M O ' 2.50[12 3x6 Plate Offsets(X Y),- 15:0-3-0 Edged - - LTCLL OADING(psf)5 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) 0.00 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 lncr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a Code IBC2015/TP12014 I BCDL 10.0 (Matrix) 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. (lb/size) 3=3/Mechanical,4=-17/Mechanical,5=290/0-5-8 Max Horz 5=41(LC 12) Max Uplift3=-71(LC 18),4=-52(LC 18),5=-82(LC 8) Max Gray 3=6(LC 19),4=23(LC 5),5=419(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-334/160 NOTES- 1)Wlnd:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 1-10-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �� P R QF�s 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. c, 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 \1 IGNG I N EF9 /Q2 fit between the bottom chord and any other members. �� 7)A plate rating reduction of 20%has been applied for the green lumber members. Q 89200P E 9r 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 ofbearingec ani 0/r 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. �l� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. OREGON 44/cr 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. L --'1'}' j A. P The building designer shall verify that this parameter fits with the intended use of this component. /Q '9 y 14,2.0,\D' + MRRILA-- EXPIRES: LA-EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not fa ' 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 i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Alexandria, VA Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job (Truss Truss Type Qty Ply Mission Homes MM2 K3385647 81702220 BJ2 JACK-OPEN 4 1 i rJob Reference(optional) ----- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 a Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:38 2017 Page 1 ID:BilLaG3iCvrJwM V Wa397ilz2RgX-aD9xTeCM9RnVgeHRJUi2D_nBF_nSgdCZoELstQz15UN I -1-10-8 __.+.. - _._.. . -__3-10-15....... __ -__._.1 1-10-8 3-10-15 Scale=1:15.3 3 I' Iw a I 1° 5.00 12 6 3x4 II ' ,n 2 IN � 1 111111 2.50 12 5 3x6= Plate.Offsets jX,Y) 12_0-2-0.0-1-1],15:0 3-0,Edge] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.02 4-5 >999 240 MT20 220/195 TCDL 7.0 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/TP12014 (Matrix) Weight:15 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=86/Mechanical,4=27/Mechanical,5=326/0-5-8 Max Horz 5=68(LC 12) Max Uplift3=-44(LC 12),5=63(LC 8) Max Gray 3=102(LC 19),4=63(LC 5),5=371(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-300/184 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;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)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. 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 ��Q\0� P R OFFss non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5 NG I N Etc /�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 C\ � 14 fit between the bottom chord and any other members. CV .9 7)A plate rating reduction of 20%has been applied for the green lumber members. :9200 P E 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. � 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5. et C. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. OREGON 4(/ 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. L, 4q tx 1& The building designer shall verify that this parameter fits with the intended use of this component. k 14 2-°\ P+ MFR R U=\- 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. Nit 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 IMiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 1 Jo i61b02220 --__---- _--- BJ3 Truss j JACK-OPENN - --- ',Truss Type 2 Qty Ply 1 Job R Mission Homes MM2 - -K33856481: ii, b.eference1bOtonal) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:39 2017 Page 1 I D:Bil LaG3iCvrJwM V Wa397iIz2RgX-2PjJg_D_wIVM HosetCDHmBKM?N6AP4wi1 u4QPtz15UM ,. -_-1-10-6 -_�. _ _ _ _.__._ L-1915 _6-0+0 1-10-8 5-10-15 0-1-1 Seale=1:20.6 3x4 3 4 Ito 5.00 I 12 9 I 5 I 3x4 I 7 8 ;aid 2 Y si 2X4= S7 n I 1 .! alto.' 2.54 biz 63x6= Plate Offsets X Y ] 64_6_0-20.0-1-0, 30.1-5.0-18 6:0.3-0E�cd e] LTCLLOADING(psf)25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def L/d T 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 Incr YES , WB 0.03 Horz(CT) 0.00 5 n/a n/a Code IBC2015/TP12014 I BCDL 10.0 (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 I 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)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. 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 OPFsd' 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. � ' ' I N EF9 fig, 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 -9 fit between the bottom chord and any other members. 89200 P E c- 7)A plate rating reduction of 20%has been applied for the green lumber members. ti•- - 8)Refer to girder(s)for truss to truss connections. 9)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity - j� .• of bearing surface. 'Pt 461111P I. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. - OREGON �£.ir j 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. L p° 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. /O '91' 14 2.0 j- The building designer shall verify that this parameter fits with the intended use of this component. e- MR R 10- EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 51157473 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 iilt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fY�R k B"f 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 ANSIRPN 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,TrussTruss Type Qty Ply I Mission Homes MM2 i iB1702220 BJ4 JACK-OPEN 1-1 i 1 1 -. . _.. - - ) _. . K3385649 ' a 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:BiILaG3iCVrJwMVWa397iIIz2RgX 2PjJgDwIVMHosetCDHmBKM?N6pP3Ri1u4QPtz15UM -1-104 649 1-10-8 _.. -_ ---- i- _Z� , 3_. _. 6-0-0 1-4-3 Scale=1:22.5 4 3x4 3 5.00 112 1$11101 9 8, 8 rnr x8% 7 5 ss.:8 2® . , 2x4= w tl1 ,® 2.54,I12 6 6-4-0__ Plate Offsets(X Y)--12:0-3-10,0-5-9] -- TCLL LOADING(psf)5.0 ps25 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) 0.05 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/TP12014 Weight:25 lb FT=10% BCDL 10.0 (Matrix) 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer `Installation guide. I 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 3)Unbalanced snow loads have been considered for this design. �,�EI] P R OFFS 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 ,( is non-concurrent with other live loads. ,-_,\ t„‘'' �NG I NEER /0.0. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 89200 P E 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. _4411., „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. OREGON lV 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. L 4! ,\pr X\ 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 'O '9 14 ZQ 412)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. A ' eiQ The building designer shall verify that this parameter fits with the intended use of this component. ER R I LA- EXPIRES: 12/31/2017 June 30,2017 li 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 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 tYf S Hi*" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the til R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job [Truss Truss Type ;Qty Ply Mission Homes MM2 K3385650 ,81702220 CO1 MONO CAL HIP 1 1 1 t..- , ''Job Reference(optiona_____ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fn Jun 30 11:20:40 2017 Page 1 ID:Bil LaG3iCvrJwMV Wa397ilz2RgX-WbHhuKEch21 DvxRciRvkWW PsTunNcSSArGYgzxJzl5UL E_.. -1-10_,8 ----f -_ - _-5-3-13 50-7351 402 9--_. ----{-__ _..... p _ _ _._ -8 5 Scale=1:29.7 5x6 3x10 --- 2x4 I'. 31 -_.12 X---4 X. 14 X 15 5 6 5.00 12041fe,. ai moi, I cv N 2 I 0.11111111111111111111111L ,, 16 1710 18 19 9 20 21 8 5x10 1 304 —. 2x4 11 3x8 7 1- _. ___5 3-13 3,5449_ 10.1.8.._ _ I._ __-__ _.. 15-2-6 53-13 0-1-15 4,75 X19 Plate Offsets(X Y)-- 12:0-58 Edge],13:0-2,12,0-2-8114:0-3-0,0-1-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.05 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.08 9-10 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.02 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix) 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 puriins,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 bradng. WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-8 WEDGE - - -- - - - - _ WE:2x4 DF Std-G MiTek recommends that Stabilizers and required cross bradng Leftbe installed during truss erection,in accordance with Stabilizer installation guide, REACTIONS. (lb/size) 2=1135/0-5-8,8=1338/Mechanical Max Horz 2=93(LC 10) Max Uplift2=-158(LC 10),8=-220(LC 10) Max Grav2=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;Vuit=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;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 �la O P R OFF„, 3)Unbalanced snow loads have been considered for this design. �•� G]NE• 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 �\ fGN �i9 0� non-concurrent with other live loads. '9 5)Provide adequate drainage to prevent water ponding. 89200P E 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .,7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will r /�� fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. le ��• SC 9)Refer to girder(s)for truss to truss connections. OREGON 4/4 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 ALJ ,�R k 8=220. <O _-1k 14 ZQ Q+ 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 puriin along the top and/or bottom chord. SFR IR I LL EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/01/2015 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 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 bradng MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss '.Truss Type _...-. Y 'Ply es y I Mission Homes MM2 K33 61702220 , C01 MONO CAL HIP 11 1 1 __--- -- '... Job Reference( tion _—.— _.. _ 50 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 2015 MiTek Industries, nd SM,Inc. Fri Jun 30 11:20:41 2017 9e TIz15U 2 ID:BiILaG3iCvr NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)109 lb down and 75 lb up at 6-0-12,341 lb down and 127 lb up at 8-0-12, 282 lb down and 120 lb up at 10-0-12,and 203 lb down and 114 lb up at 12-0-12,and 231 lb down and 121 lb up at 14-0-12 on top chord,and 51 lb down at 2-0-12,56 lb down at 4-0-12,61 lb down at 6-0-12,60 Ib 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 Et 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 ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job .!Truss Truss Type Qty Ply I Mission Homes MM2 '.. ' I K33856511I B1702220 !CO2 MONO CAL HIP 1 1 - - --- _-- _---—_--- --- i Job Reference o tional - 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:Bil LaG3iCvrJwMV Wa397llz2RgX-S_OSJOFsDgIw8FbCYKm_Ogxogb5ccJo8jsJ406z15UJ 1 -1-10-8 i 3-9-12 _ + 7-3-13 ' L1. 15-2-8 I 1-10-8 3-9-12 3-6-1 0-7-3 3-2-9 4-1-0 Scale=1:29.7 5x6 3x4 -- 2x4 11 3 3 X _14---- �5 16 x 17 5 6 01 1 5.00 x'12 �._- :._-- __.. -.-leJLl 11 I II L AI 12 • o, d A 11 1 1 10 8x8% 4x8 3x6 ' __._. _... --_ ..7-3-13_- ,': -.--- -_..__ .153.8 7-3-13 - 7-10-11 PlatjQffsets(X,Y)-- [8:0-274,0-1-A,110:0,3-8,0-212] _-— r:r _ rrr _r_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 1 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) ! Lumber DOL 1.15 BC 0.34 Vert(CT) -0.15 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.54 i Horz(CT) 0.01 8 n/a n/a BCLL 0.0' Code IBC2015/TP12014 (Matrix-S) Weight:84 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 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. 1 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=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 3-0-14,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 P R reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 „‘co Ores 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 CoQ GiI NE ui 3)Unbalanced snow loads have been considered for this design. ,\ N FR �* 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 CV non-concurrent with other live loads. 89200P E �1' 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -- 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. re 8)A plate rating reduction of 20%has been applied for the green lumber members, -y OREGON <41 9)Refer to girder(s)for truss to truss connections. I- tijtl., A. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /O AD.'. 14 e4 ,‘ 4 10=131,8=172. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum 'IgER R L- sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 Continued on page 2 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based on1y upon parameters shown,and is for an individual building component,not III , 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 1 Il '.. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 1 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 81702220I K3385651 CO2 MONO CAL HIP 1 1 --- --- --- -... - — - J Pro-Build Beaverton Truss, Job Reference(oDUonall Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:42 2017 Page 2 ID:Bil LaG3iCvrJwMV Wa397ilz2RgX-S_OSJOFsDgIw8FbCYKm_Ogxogb5ccJo8jsJ4QBz15UJ 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 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not hut 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 rji i k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Corona 9CA 92880 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent 250 Klu Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Job 'Truss Truss Type ;Qty IPly 'Mission Homes MM2 I '181702220 r CO3 IMONO CAL HIP 1 1 K3385652 I Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:42 2017 Page 1 I D:BiILaG3iCvrJwM V Wa397ilz2RgX-S_OSJOFsDglw8FbCYKm_Ogxl7b51 cKr8j5J40Bz15UJ I. _._-1A0-8 .. + _. . _ __.__7n3-1 ._. ... 7-10-15,_____.9-10-15 i _._. .__. 15-2-8 _ _ _._ 1-10-8 7-3-13 0-7-3 2-0-0 5-3-9 Scale=1:29.6 5x8\\ 2x4 I iii, X 12 3;� - -- -13 - 4 15 _- ___.5b 'I 5.00 112 aI `� 3I AN -9 11 ' 0 'i ai, �{ , i Il 9 8 10 8x8% 4x4-- 3x6 7 I. _..-__ - __.73-A _-. -.- I. --__. 15.2Q_. - _.... 7313 _.._ 7.10-11. Plate Offsets_(X,Y)-- 18;0-2-4 0-1-81, 10•0_3-12.0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deb Ud I PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.17 8-9 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.47 Horz(CT) 0.02 8 n/a n/a I BCLL 0.0 * Code IBC2015/TP12014 BCDL 10.0 (Matrix-M) 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 s bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 10=828/0-5-8,8=721/Mechanical Max Horz 10=146(LC 12) Max Uplift 10=-109(LC 12),8=-127(LC 9) Max Gray 10=1268(LC 28),8=1032(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-1563/275,11-12=-1420/289,3-12=-1303/295,2-10=-1204/287 BOT CHORD 9-10=-225/516,8-9=461/1316 WEBS 3-9=0/323,3-8=-1447/507,2-9=-349/1039,5-8=445/118 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 5-8-0,Exterior(2)5-8-0 to 9-10-15,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 c P R reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��`D OFFS 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1.1 Co GENEk-,... Sj 3)Unbalanced snow loads have been considered for this design. �?� N O2 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 CV .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. 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 'IMOj fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. -f7� OREGON 44/ 9)Refer to girder(s)for truss to truss connections. 2j ,SIX 1�P oc � 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q y 14 2° T 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. A�`R RIO- 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. EXPIRES: 12/31/2017 June 30,2017 ff A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. , NILI 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 rY�r I iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1.11 Quality Criteria,D5B-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 K3385653 B170222,01C04 MONO CAL HIP .1 1 !Job Reference(optional)Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:43 2017 Page 1 I D:BiILaG3iCvrJwMV Wa397iIz2RgX-wAygWLGU_zQnmP9P61 HDw1 Uy32R WLIOIyW2dYez15U1 11-10-15 F--- -1-10-8--. -- _- ___-- 7-3-13 +10-15 11-1-8 ,,11-9-7 + 15-2-8 I 1-10-8 7-3-13 0-7-3 3-2-9 0-7-15 3-3-9 0-1-8 Scale=1:33.8 2x4 I I 5 7 5x6 3x 5.00112 6 2x4 11 J I 8 ,ir6 4 15 'T m a 14 m 2 I I - 12 11 13 8x8% 10 4x8 3x6 -- 1-3-13..--- }..-. -.. --__- _-A5-2-8 _ 7-3-13 --__- -._ _.... 7-10L1 Plate Offsets_(X,Y),-X11;0-2-401-8]f12:0-4-0,U-12j,j13:0-4-0,0-3-q LTCLL OADING(psf25 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 0.68 Vert(LL) -0.08 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 1 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 BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:92 lb FT=10% 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=788/0-5-8,11=821/Mechanical Max Horz 13=178(LC 12) Max Upliftl3=-106(LC 12),11=-139(LC 12) Max Gray 13=1198(LC 28),11=963(LC 28) FORCES. (lb)-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 OFFs1 3)Unbalanced snow loads have been considered for this design. s 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs \� fGNC,]NEER /02 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 89200P E 9r 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. - 461111119)Refer to girder(s)for truss to truss connections. y OREGON �(/� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) L 4,, OAR A, 13=106,11=139. /O 14 ,Z Q+ 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MER R lj l_\ 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 MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design said 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 ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 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 K161702220 C04 MONO CAL HIP 11 7.640 1s Sep 29 20Job 15 M11 Tek Industries,Inc. Fri Jun 30 11:20:43 2 17 Page 2 Pro-Build Beaverton Truss, Beaverton,OR 97005 ID:BIILaG3iCvrJwMVwa397ilz2RgX wAygWLGU_zOnmP9P61HDw1Uy3?RWLIOIyw2dYez15U1 NOTES- 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) 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 MITEK REFERENCE PAGE MII-7473 rev.10/01/2015 BEFORE USE. 1 mor. 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 Ii building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradng is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek° fabrication,storage,delivery,erection and bracingof trusses and truss systems,see y Aria,VA I QualityCriteria,038-89 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. and SCSI Building Component 250 Klug Circle _. __ Corona,CA 92880 [Job Truss Truss Type Qty Ply Mission Homes MM2 K3385654 B1702229 1 = C05 MONO CAL HIP 1 '`--— Job Reference(optional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:44 2017 Page 1 ID:BiILaG3iCvrJwM V Wa397iIz2RgX-ON WCjhH61HYeOZkbgIpSTF16sOmS4BURBAoB44z15UH 11-10-15 , -1-10-8 - -.-_ -..-_. 7-10-15, _-__-11-1-8 _-.._ 1-9_7_ � 7-3-13 H.-. 13-10.15.-.. I 15-28. _ 1-10-8 7-3-13 0-7-3' 3-2-9 -7-15 2-0-0 1-3-9 0-1-8 7 Scale=1:35.8 2x4 II 5 5.001112 5x6% 16 3x4 2x4 1 6 r Al 2 15 �i, n _ Ile 13 8x8— 12 11 10 4x8--: 3x6 7-3-13 15-2-8 - — ----... --------. 7r1 _..----. 77r511 __.... _Plate Offsets(X,Y)-- 111:0-240-1-8M13:0-3-120-2-121 —_ LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.07 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.15 11-12 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 11 n/a n/a BCLL 0.0 ' 1Code IBC2015/TP12014 (Matrix-M) Weight:95 lb FT=10% BCDL 10.0 j 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* MiTek recommends that Stabilizers and required cross bracing 2-13:2x6 DF No.2 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=783/0-5-8,11=755/Mechanical Max Horz 13=202(LC 12) Max Upliftl3=-102(LC 12),11=-168(LC 12) Max Gray 13=1214(LC 28),11=1137(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1437/35,3-15=-1282/55,3-4=-1181/189,2-13=-1151/175 BOT CHORD 12-13=-260/603,11-12=-337/975 WEBS 4-11=-1309/452,2-12=0/582,8-11=-272/91,5-6=-547/446,4-12=-63/281 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 9-8-0,Exterior(2)9-8-0 to 13-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 O P R 0FFs 3)Unbalanced snow loads have been considered for this design. '\((-1'tS 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 ,\� I,NGI NEFq �� non-concurrent with other live loads. '9 5)Provide adequate drainage to prevent water ponding. 89200P E 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 40/ • 8)A plate rating reduction of 20%has been applied for the green lumber members. -lw 9)Refer to girder(s)for truss to truss connections. -yA_OREGON 4/10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) G 4, ,�� A. 13=102,11=168. /Q '9y 14 20 P-}. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MFR RI =\- 13)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. EXPIRES: 12/31/2017 June 30,2017 ,I 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 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 Infomration available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 y Pl y 1 Job TypeOt Truss Truss Mission Homes MM2 � K3385655 B1702220 iCHR ,DIAGONAL HIP GIRDER 1 1 J1 1 1 Job Referenceo tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:44 2017 Page 1 ID:BiILaG3iCvrJwM V Wa397iIz2RgXANWCjhH61HYeOZkbgIpSTF1 DOOsS4J6RBAoB44z15UH i -3-2-4 ,, .42-3 _.._ _- l __ 8-4-5 i _.. 11-0-2 j-_ 14-3-1_ +_. ifl-0 + 19-10-15.__. 121-1-1_ 3-2-0 4-2-3 4-2-2 3-0-13 2-9-15 2-9-15 2-9-15 1-2-2 { 3.54 112 Scale=1:46.6 1 3x68 e 9 le a 7 k 6 5 ok pl 1 12 4 X a 3X4 i 3x4 3 ',• m r4 3x4 ..,;'. m 3x4% o 3x8 2 11 6 o6f 1 10 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). I __ _42.3 ___ 8,45_. _._-. 4-2 42-2 ate setslX.Y)-- j2;0,2-49-1-ai- LOADINGL (psf)25 0 SPACING- 1-0-0 CSI. , DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.04 2-3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.04 2-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (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;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)-3-2-0 to 1-0-15,Exterior(2)1-0-15 to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. FIE0 P R AFF 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,3,4,5,7,8. , ` rS <('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. '. 3 `r`_Gj NFF9 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 2 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� -Pr .11)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. 9200P E The building designer shall verify that this parameter fits with the intended use of this component. AOP, y 40,OREGON CLQ 'O gY142°� P-�- MER R 10-6 EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-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 R B1T k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the tY� IC fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIITPN Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Mission Homes MM2 K3385656 ��B170222P D01 MONOCALHIP �1 1 Job Reference(optional__ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 3011:20:45 2017 Page 1 I D:Bil LaG3iCvrJwM V Wa397ilz2RgX-tZ4axl IIWbgV?jJnDSKh?SZLMo8spgMbPgXkcWz15UG - -1-10-a _. i_.9-94. 1 2-0-0 _.. 1--_..- - ..541_3 54295.10-15 - ___- --__ t0-12_ -_ 1Q28 1-1-4 0-9-4 2-0-0 3-0-13 0-1-13 0-8-6 4-2-1 0-1-8 Scale=1:20.8 5x8 2x4 ' �� ' 3 _... -. _11_ �I I >oo1291o IiIIIIII° 12 0 11 'I C 8 13 14 5x6 2x4 3x6 6 '--- 4- f _ 441 3q2-p... -_ 10-1-0 10 2,-8 9-94 5-0-13 0-1-13 4-147__._ _._ _.. 0-18.. -_-- Plate Offsets(X,Y)--12:0-0-0A-1-15],[3:0-4-0,0-270] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.02 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 2-8 >999 180 TCDL 7.0 ert( ) BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:58 lb FT=10% BCDL 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 be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installationguide. 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;Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 91/40 P R OFes 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]NER .ci non concurrent with other live loads. wo 5)Provide adequate drainage to prevent water ponding. ,C? ?i9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 P 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. - 111°9)Refer to girder(s)for truss to truss connections. - �+ r - 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=115, OREGON 7=155. .72... 4, oc 11)Girder carries hip end with 0-0-0 right side setback,6-0-0 left side setback,and 6-0-0 end setback. /O �Q y 14 X01 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. A- e,P 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. FR R 10- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)362 lb down and 136 lb up at 5-5-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. EXPIRES. 12/31/2017 The building designer shall verify that this parameter fits with the intended use of this component. Continued on page 2 June 30,2017 A WARNING-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 1411. I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradng MiTek'k iTe ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the f R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I _ _ Job Truss 'Truss Type 1Qty ;Ply i Mission Homes MM2 K3385656 B1702220 D01 MONO CAL HIP 1 1 Job Reference(gptiona>� Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:45 2017 Page 2 '. I D:BiILaG3iCvrJwMV Wa397iIz2RgX-tZ4ax111WbgV?jJnDSKh?SZLMoSspgMbPgXkcWz15UG NOTES- 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-10=-64,4-10=-121,4-5=-64,2-6=-38(F=-18) Concentrated Loads(lb) Vert:3=-288 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Macke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braang MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss 'Truss Type ?Qty ,ply Mission Homes MM2 I i - K3385657 jB1702229 r I D02 MONO CAL HIP 1 1 1_._ -.. __—Job Reference(optional" -__ J Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:46 2017 Page 1 I D:Bil LaG3iCvrJwMV Wa397ilz2RgX-LIey8NJNHuoMdtu_nArwYg6YECU8YCHkeUHH9zz15UF 7-10-15 -1-10-8 i_. 3-7-7 _... 1. _-_7-6-2 -14 j 10-2-8 -I 1-10-8 3-7-7 3-10-11 0-1-13 2-3-9 ---- 0-3-1 4x8\� Seale=1:25.0 2x4 I I .' M.. _. 5 , 5.00 112 4x4 c% 3 N d1m ►� b 00 6x8 - 11 I. 2 I 'Jj , f 1Jill I 9 _- - --g 10 3x4== 3x6 ._7 i _. _ __. ____ -.7i2__.... _.._._.- i___ 10-2-8. ---1 7-6-2 __...-. . _241-6- Plate Offsets(XY,112;Edge,0-2-9j,j3333 9-1-4,0-2 O] LOADING(p 25 0 SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Lid 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/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, 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 o.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 10=557/0-5-8,8=416/Mechanical Max Horz 10=115(LC 12) Max Uplift10=-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.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 3-5-0,Exterior(2)3-5-0 to 7-7-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 X9,0) P R°Fen 3)Unbalanced snow loads have been considered for this design. �< G)NE 61 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 �\ !GN FR �2 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 89200PE �r 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. / 8)A plate rating reduction of 20%has been applied for the green lumber members. qu� - 9)Refer to girder(s)for truss to truss connections. OREGON 414 -y 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,8. 4. 4 tx A, 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q 14 2-°'\ � Q 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. ' R R I L-" The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verily design parameter:and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. II, Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not IMF a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jo Type Qty on Ho- 2 B1702220 D03 MONO CAL HIP 1 ,Ply Mission Homes MM2 Job iTruss Truss T e 1 'j 1 , K3385658 ! __. -. .. I JI Job Reference(optiona�___-_. 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:Bil LaG3iCvrJwMV Wa397iIz2RgX-LIey8NJNHuoMdtu_nArwYg6XyCU8YAvkeUHH9zz15UF 7-10-15 F. --1_108 __+_ 3-77 _ _ _ .7-6-2 _- _.. ___ 7 -14_� 9_-10-15 __—.. 1111-10-8 1-10-8 - 3-7-7 — -_- 3-10-11 0 -13 2-0-0 3-9 0-3-1 Scale=1:26.4 4x8 \\ 2x4 4. 6 5.00 512 13 111 -. 1•J7 ►►►` cri 4x4 v 3 n 1111A . ' 6x8 " 12 1 2 all 9 f1 6 10 9 11._. 3x4 _ 3x6` 8 7-6,2 i 10-2-8 2-8-6__ Plate Offsets(X,Y)-- j2:Edge,0-2-01,f3:0- 4]3:0-t40-2-01,[9:0-2-4 0-1-8] LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.07 10-11 >999 240 � MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.15 10-11 >786 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 9 n/a n/a Code IBC2015/TP12014 (Matrix) Wei ht:61 lb FT=10% BCDL 10.0 9 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.):4-7. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2x6 F No.2 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation�nide. REACTIONS. (lb/size) 11=574/0-5-8,9=544/Mechanical Max Horz 11=146(LC 12) Max Upliftl 1=-75(LC 12),9=-111(LC 9) Max Gray 11=916(LC 28),9=916(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-13=-589/7,4-13=-443/13,2-11=466/244 BOT CHORD 10-11=-150/659,9-10=-202/487 WEBS 4-10=0/300,3-11=-766/1,4-9=891/369 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.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 Q,EO P R OFC 3)Unbalanced snow loads have been considered for this design. <� ss 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 �� lGNCj l NEFi9 /O2 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. CC 89200P E 9t' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will /0": fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. --OAP' ' Q 9)Refer to girder(s)for truss to truss connections. OREGON !(/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) L 4, Ix 0,�I 1A, � � 9=111. 0 14 2 �QT 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MFR R 10- 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 MINIM 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 tit 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job ,Truss Truss Type Qty Ply Mission Homes MM2 K3385659 81702226 D04 MONO CAL HIP 1 i 1 i-. . ---- - - -- ----. _.-.._ - L.-__ ,JobReference(optionajl_------ - ----- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:47 2017 Page 1 ID:BilLaG3iCvrJwM V Wa397iIz2RgX-pyCKMjJ?2CwDFOTALtM95tfj_cgOHfOtt80rhPz15UE 7-10-15 __ -1-10-8 -.-. _ 3-7-7__.. +__ 7-6-2 7-7-4 9-10-15 10-2- 11-10-15 1-10-8 - -. 3-7-7 _-.--. 3-10-11 0-1-13 I... 2-0-0 _--0-3-9 1-8-7 ' 0-3-1 Scale=1:30.8 2x4 II 5 , 3x4% 13 5.00112 4 ' 12 J, 4x4 3 0 1:� 6x8 11 2 8 10 7 3x4 3x6 F._ ___ __...- _b62. _.._. _.142 -...__..] 7-52 2 Plate Offsets(X,Y)-- Edge 0-2-0],(3:0-1-4.0=2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15TC 0.36 Vert(LL) -0.07 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 � BC 0.31 Vert(CT) -0.15 9-10 >787 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a Code IBC2015/TP12014 (Matrix BCDL 10.0 ) 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. 2x6 F 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) 10=544/0-5-8,8=538/Mechanical 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;Vutt=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 .\((' t..9.PROFCc�, 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 ,\� I�,NG I NEFi9 �� 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. 89200P E 9r 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will / fit between theebottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 40P 8)Refer to girder(s)for truss to truss connections. s yr tr 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 74. OREGON oto 8=144. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /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. '1113 14- 2Q + P R The building designer shall verify that this parameter fits with the intended use of this component. j4 R II- EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 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 a truss system.Before use,the building designer must verify the applicability of design parameters end 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 I , K3385 1 B1702220 r DHR DIAGONAL HIP GIRDER 11 7.640 1s Sep GIRDER 1 Industries,(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 --- 9 I a 3i vrJwMV Wa397iIz2RgX-pyCKMjJ?2CwDFOTALtM95tfkGcu9HgXtt80rhPz15UE ,- 3-24 {.__ 42-3 1 _6+5__ ,__..11-52 I-_.-14-2-1 -+-..17-14 , 19-10-13 { 22,&14 r_ 25-813 1_20-1-14 _I 3-2-0 4-2-3 4-2-2 3-0-13 2-9-15 2-9-15 1 2-9-15 2-9-15 2-9-15 2-7-1 Scale=1:60.2 3.54 12 11 10 9 v 0 3x6% 8 14 7 6 -' 5 10 0 3x4% q ca 3x4 -,---- r 3x4% 3 3x4% 3x6% CA 1 2 13 61 1 12 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). i _ 4.23. ---I 8-4,5 _ - _ 42-3 4-2-2 Plate Offsets(X,Y)-- 12:02-0,0-1-ff] TOL DING(psf)5.0 0 SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.04 2-3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.04 2-3 >999 180 BCLL 0.0 Rep Stress Ina" YES WB 0.12 Horz(CT) -0.01 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:58 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)12=0-7-6. (Ib)- Max Horz 12=127(LC 8) Max Uplift All uplift 100 lb or less at joint(s)3,4,5,7,8,9,10,12 Max Gray All reactions 250 lb or less at joint(s)3,4,5,7,8,9 except 10=282(LC 18),12=263(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-263/178 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)-3-2-0 to 1-0-15,Exterior(2)1-0-15 to 28-1-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ��1J P R OFF of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8,9,10. • •� ss 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. „CJ ,NG I NEER VO 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8,9,10. NT ?i 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� 89200 P E -7 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. 7 , OREGON A.G t. /O -4)' 1420NQ'�' SER R 10- EXPIRES: 1-x-EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verifydesign _. g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/67473 rev.10/03/201b 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 tellt 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 li 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 1 Truss Type lQty ply r Mission Homes MM2 B1702229 . F01 California Girder 11 1 K3385661 — —_ Job Reference optional --- 9_ 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:yAA6EMJm6DbwvORjLSOOwQyrrip-IKJ5nPLFapAxUKdZSIOdAIkzuPOelXeAKSVylHz15UC I __.-A-10-8... .. 5-3-1__. -1415..__. 9-0-4----_ .101.-1 _-._.0-8-14 160-0 .17-19-8 1-10-8 5-3-1 0-7-14 2-1-1 2-1-1 0-7-14 5-3-2 --- I 1-10-8 - _i Scale=1:33.6 3.00112 5x12 -- 2x4 II 5x12 -_ I 1 .3.._. 1 4 -... , 4------- ............„...........____ -1. Mp' 2 . 6 4� aA L v o S di400d 10 9 8 4x8- 2x4 11 12 4x8 - 3x8 2x4 1... _. .5.3.1.._ i_ -✓ 20 . _10.8-14_.-_. _ _.__ _159.0 1 1--._-- 2-8-15._. -__- 2-814.. 5- 2_- -._... Plate Offsets Y)- j2:0-3-4,Edge.],-j3 0-3-120-1 4],j5.0-3 12,0-1-4],.L6:0-3-4 Edgy LTCLL OADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.24 9 >767 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(CT) -0.39 9 >476 180 BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:63 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-10-9 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1360/0-5-8,6=1360/0-5-8 Max Hors 2=27(LC 6) Max Uplift2=-264(LC 6),6=-264(LC 7) Max Gray 2=1522(LC 30),6=1522(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4135/680,3-4=4559/801,4-5=-4559/801,5-6=4135/680 BOT CHORD 2-10=-640/4011,10-11=-654/3995,9-11=-654/3995,9-12=-630/3995,8-12=-630/3995, 6-8=-616/4011 WEBS 3-10=0/250,3-9=-152/623,4-9=428/142,5-9=-152/623,5-8=0/250 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �� P R 3)Unbalanced snow loads have been considered for this design. E� of�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 N.7 ?,0) �t4G(N Ek- W., non-concurrent with other live loads. 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. 89200PE 9t 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. 41,001110111):0!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)2=264, �� lip f 6-264. 7/.... 40,OREGON al�� 10)Girder carries hip end with 6-0-0 end setback. ii)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /.Q '9 y 14 2°1 T 12)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A:1}' �P 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 ER R I L`- 10-7-2,and 350 lb down and 120 lb up at 5-4-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. EXPIRES: 12/31/2017 Continued bo dipnpaggee�signer shall verify that this parameter fits with the intended use of this component. 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. l' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for en individual building component,not NI 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 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/T.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 '1 Job Truss Truss Type � YP Qty Ply Mission Homes MM2 [B170222D ' F01 California Girder 1 1 K3385661 Pro-Build Beaverton Truss, ID:AA6EMJ IJob p9201 Reference(iTek nd Beaverton,OR 97005 � 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:49 2017 Page 2 NOTES- 15) Y m6DbwvOR(LSO0wQyrrip-IKJ5nPLFapAxUKdZSIOdAIkzuPOeIXeAKSVyIHz15UC In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-121,5-7=-64,2-6=-38(F=-18) Concentrated Loads(Ib) Vert:3=-288 5=-288 ...- a WARNING-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 mit 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 ANSIrTP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 61702220 Truss Truss Type Qty Ply Mission Homes MM2 F02Common 2 1 K3385662 1 t i I :Job Reference Soptional) 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:yAA6EMJm6DbwvORjLSO0wQymp-IKJ5nPLFapAxUKdZSIOdAIkxcPSelZdAKSVyIHz15UC l _-1-10-8 {. ._.. __._.. $-Q9- -_... -.._---. 16-0-0 {__..17-10-8_. 1-10-8 8-0-0 8-0-0 1-10-8 Scale=1:32.5 4x4 3.00 12 3 9 10 8 11 nr 7 12 2 4 [-,4V 01 5 I,7 � ', 6 �I 3x8 - 2x4 II 3x8 = _ __ - - _.... 9-0-0 _.._ _... { _—. _...... -__. 160-0_-_..._. . _.._.... i 5-9s_O flit-_0 - - 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 0.86 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 lncr YES WB 0.15 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:53 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 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;VuIt=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 H;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��G� 0 P R OF�ss 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. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \� IGNGI NEF9 /Q2 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 GV .37 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. /411P � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=152, ` 4=152. J 9) Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. y OREGON 4/4 The building designer shall verify that this parameter fits with the intended use of this component. L 4 �� A, / ://' 14,`L\ �+ MER R 11-x-v 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 �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* •'Tel.R• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss I Truss Type Qty fPly Mission Homes MM2 81702220Jg10 K3385663 JACK-OPEN GIRDER 1 1 1 ' i 'Job Reference(9p!ional) j Pro-Build Beaverton Truss, Beaverton,OR 97005 1 -0201 7.640 5 Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:50 1:20:50 2017 Page 1 ID BiILaG3iCvrJwMVWa397i5z2RgX-DXtT_IMtL71o6UClO?vsiWHEDpt8U2vKZ6FVIkz15UB i..--1-198 t. 1-9-0I 3-0-0 i __-5-10-15 514 0-15 13-10-15 _.. I 1-Z0-15_-_ t L10-3-_ , 1-10-8 1-9-0 1-3-0 2-10-15 0-1A 3-10-15 4-0-0 4-0-0 1-11-4 5.00 12 Scale=1:53.2 I 9 , 6 to 17 3x6' 16 7 6 ccj 5 OA 4 C ab O 4 r 2x4 I I 153 2 1 1 –_. i q• 13 12 10 to 3x8 11 204 12x4 _1.9-0110.15...-.. 0--S-f _.. l Plate QffseWX Y1- j14.:0-4-8,071-a] TCLL LOADING(psf) 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 0.36 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 lncr YES WB 0.02 Horz(CT) 0.04 10 n/a n/a BCCDL 10.0 Code IBC2015/TPI2014 i (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)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 <<- 0.0 P R OFFS 3)Unbalanced snow loads have been considered for this design. s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs \� ‘AG N N4.- ',/,-, /�2 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. 89200P E '9r 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will —.fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. +10.7 8)Refer to girder(s)for truss to truss connections. 4f' r 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,7,8. fs OREGON 44/ A 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) G Zj Dr 4=126,8=110. <Q '4 - 14 V\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. Flq R I l.\- �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. The building designer shall verify that this parameter fits with the intended use of this component. EXPIRES: 12/31/2017 June 30,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use onlywith 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 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,080.89 and BCS!Building Component , 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty 'Ply Mission Homes MM2 1 11 K33856641 B (optional) 4 Pro-Bui d Beaverton,OR 97005 Beaverton Truss, JDOS JACK-OPEN GIRDER 1 7.640nce Sep 29 Refere 2015 MiTek Industries,Inc. Fri Jun 30 11:20:50 2017 Page 1 I D:BilLaG3iCvrJwMV Wa397ilz2RgX-DXtT_IMtL71o6UC10?vsi WHEDpmBU2AKZ6FVIkz15UB 1 -1-10-8 } 300_-. _ _ 8-0-0 _ 4__.- _..._49L-7 1 1-10-8 3-0-0 3-0-0 3-9-7 Seale=1:29.3 4 l� 0 01. , 5.00112 3 8 tit 1 _ o 0 4 47 2 0 1 6 5 3x8 I I i _.-_1-10-15_---. f -__.. 5-9.. _-. 1 1-1015 _ -.__ 4-1-1 __.. Plate Offsets MY), j6:0-4-U-1-$1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.05 5-6 >999 240 MT20 220/195 TCDLSnow=25 00 Lumber DOL 1.15 i BC 0.62 Vert(CT) -0.09 5-6 >742 180 7.BCLL 0.0* Rep Stress lncr YES WB 0.00 Horz(CT) -0.02 4 n/a n/a Code IBC2015/TP12014 (Matrix-M BCDL 10.0 ) 1 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 be installed during truss erection,in accordance with Stabilizer Installation guide. � REACTIONS. All bearings 0-1-8 except(jt=length)6=0-5-8,5=Mechanical. (Ib)- Max Horz 6=133(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,4 except 3=-109(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=397(LC 19),3=336(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-341/143 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.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 5-5-12,Exterior(2)5-5-12 to 9-8-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �R 0 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 �`�� 0NG(N E- ...,9 S>0 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. 9 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will :9200 P E fit between the bottom chord and any other members. 7)A plate rating reduction of to20%has been applied for the green lumber members. ` j� 8)Refer to girder(s)for truss to truss connections. • • 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. • Q 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) 72.... A OREGON A. 3=109. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. /O '9 14 20'` -i- 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q 13)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSIfTPI 1. All R tI0- 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-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 ' Mt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and 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 IJob Truss !Truss Type Qty Ply Mission Homes MM2 B1702220, r I� �X01 CAL HIP 1 ! �JobReference(optionall Pro- Build Beaverton Truss, -__ -_- --- ---_-- - -Be-averton,OR 97005 7.640--- Se 292015 MiTek Industries,Inc. En Jun 3011:20.51 20173 Page 5665 I D:2vpwsg_FM hRG BBKhd Li6bfz2ffN-hj RrB4M V6RQfkenxaj R5FjpoADBS DUQTom_20215UA I - 3l4 10-1}5_._. __-_ 6 - _. 611E -1-10.8 i_-. __-__ __32 3--1 6E-9 69-10 10-5-8 1-10-8 3E-2 0.1-13 2-7-10__-- 3-1� } I 0-3-1 3E 2 0-1-13 Scale=1:21.0 4x6 -- 4x6 3 10 5.00 112 II >>< - _. 9 • 4 8 I S . o I 11 11110 1 , 2x4 2x4 ,®---i. 3x6 3x6 _a-_6-2 413__._32-12. -__ I 3z6-9 -_ s-11-6: __.._ _.. . 143_-11__.. _..-I 4- 3-6-2 4-4-13 __ t3-13 1-3-13._. _b-4-13 -42. Plate Offsets Q(Y)- [2:0-3-2,0- 3,1,[3.0-24,Edge,14.0-2-8,Eddgej,[5:0-3-2,0-1411 LTCLL OADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid 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/TPI2014 (Matrix) I Wei BCDL 10.0 ght: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 be installed during truss erection,in accordance with Stabilizer ! Installation guide. REACTIONS. (lb/size) 5=584/0-5-8,2=747/0-5-8 Max Horz 2=43(LC 10) Max Uplift5=-84(LC 11),2=-133(LC 10) Max Gray 5=693(LC 29),2=970(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-1260/168,3-8=-1245/180,3-9=-1071/181,4-9=-1071/181,4-10=-1111/177, 5-10=1249/176 BOT CHORD 2-7=-139/1080,7-11=-145/1071,6-11=-145/1071,5-6=-139/1080 NOTES- 1)Wind:ASCE 7-10;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 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 E� R QF non-concurrent with other live loads. c_<(- N G[N4. F 9 - 5)Provide adequate drainage to prevent water ponding. r� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 89200PE '9t' fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. aj� 9)Pr2=ovide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 10)Girder carries hip end with 4-0-0 end setback. • y OREGON <v 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. L " � 12)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /Q 'I}' 14 2.°\ -k" 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, /jir eiP* 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 C R R I LA- 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)5)In the 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 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braang MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fYi R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle ! Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I :Job Truss Truss Type Qty Ply I Mission Homes MM2 -- - K3385665, 81702224 X01 CAL HIP 1 7 640 s Sep 29 2015 MiTek1120:51 2017 Page I s p Job Reference o tional Pro-Build Beaverton Truss, Beaverton,OR 97005 Industries,Inc. Fri Jun 30 2 ID.2v pw g MhRGBBKhdLt6bfz2ffN-hjRrB4MV6RQfkenxajR5FjpOADBSDUQTom_2gAz15UA LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-64,3-4=-89,4-5=-64,2-5=-28(F=-8) Concentrated Loads(Ib) Vert:3=-107 4=-107 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Imam Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M'Tek' 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job [Truss Truss Type Qty Ply Mission Homes MM2 K3385666 1 !B1702220, ' :.X02 CAL HIP 11 1 ; 1 iJob Reference(options 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 I D:2vpwsg_F M hRG BBKhdLi6bfz2ffN-Av?DPQ NBskY W LoL78Qy KnxM aldXnyygdoQkcM cz15U9 3-10-15 6-11-6 i ___._.-_..-1-10-8 1_.._. 3-6-2 ____ - 3--t rt...--F _4-9-7 f- 5-8-1 4- _..6-6-9 6-9 -1Q _-. _.. 10-5-8- j 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 6 4x4% 4 4x4 C 5.00 12 3 ,�--_ - --_-_ 11 -12- _-13.. 14 15 I 10 ply .e- 1 1 ro 16 7 4 2 del II- 1.0441, ii 1 ®' 9 8 �I 3x6% 2x4 I I 2x4 3x6 I __ 3&,2 _.._ _... -10-15 -__. 52-12 i --6,99 6-11-6 101,8 i 3-62 0A41 11 _ 1-3-13 X4-13 3-8-2 Plate Offsets_(X Y)- 12:0-3-2.0-1-81,17:0-3-2,0-1-8] LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 2 (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 lncr YES WB 0.05 Horz(CT) 0.02 7 n/a n/a Code IBC2015/TP12014 (Matrix) Weight:39 lb FT=10% BCDL 10.0 , 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-13 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 Gray 7=724(LC 31),2=1002(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1450/500,3-10=-1324/509,3-11=-1279/567,11-12=-1279/567,12-13=-1279/567, 13-14=-1279/567,5-14=-1279/567,5-15=-1363/504,15-16=-1376/497,7-16=-1441/495 BOT CHORD 2-9=-439/1274,8-9=435/1279,7-8=439/1275 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �� r P R i9F�s 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 t v, non-concurrent with other live loads. \� IGNG)N EFjQ /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. �' :92000-E r 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)Provide2=11til ( 1. OREGON mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) , 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7/... 4„), o.b A 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <O .1 y' 14 20 Q+ 12)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/TPI 1. t The building designer shall verify that this parameter fits with the intended use of this component. �C R R l 1„-• EXPIRES: 12/31/2017 June 30,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing \f 1Te 1.• I is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fY� Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Corona,CA 92880 Job (Truss [Truss Type (Qty rPly i Mission Homes MM2 iiB1702226 r 'XHR DIAGONAL HIP GIRDER 12 1 Job Reference -l -__a e �- - - -- ID:2v ws F 7.6401s Sep 29 20 5 MiTek Industries,Inc. Fri Jun 30 11:20:52 2017 Page71 Pro-Build Beaverton Truss, Beaverton,OR 97005 WLoL78QyKnxMcSdbKyygdOQkcMcz15U9 l _.__.. - ._ -32i. _-_. 29-3 p Ig—. R BBKhdLlc56§bfz2ffNAv.DPQNBskY_. Ss1Q4 fz=1,10 3-2-0 2-9-3 --- 2-9-3 1-3-14 0-0-6 Scale=1:19.7 % 4 3x4 n 3 If to 3x4 3.54 12 Oil �I rJ3x4 l % ��®, j 6 3x6 \\ o 5 r Yl 2 • r .111 2-9-3 2,9-3 Plate Offsets(X Y)-- 12:0-2-7,EEd e7 (P� Roof Snow 25.0 SPACING- 1-0-0 CSI. TCLLOAs25 0 DEFL. in (loc) I/deft Lid PLATES GRIP ( _ ) Plate Grip DOL 1.15 TC 0.25 1 Vert(LL) -0.01 2-3 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.00 1 Vert(CT) -0.01 2-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a Code IBC2015/TP12014Matrix BCDL 10.0 ( ) Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=20/0-0-11,2=218/0-7-6,3=83/0-2-2 Max Horz 2=54(LC 8) Max Uplift4=-8(LC 8),2=-101(LC 8),3=-38(LC 12) Max Gray 4=26(LC 18),2=227(LC 18),3=110(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;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.Dpsf 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) c0 PR QF 2=101. ('Q Fu. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. , ANG)NF�n s/O 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Vr 77 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. �� :9200P E 9'r" The building designer shall verify that this parameter fits with the intended use of this component. 401P j� 12_ ,OREGON ��It Q <0 -9 14 2-°\ P4 AD' FRRIO- 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 1 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Corona,CA 92880 ;Job Truss Truss Type --- Qty Ply T,Mission Homes MM2 -- --_-K3385668 B1702220 ' 1Y01 CAL HIP 1 1 I . s _ --- Job Reference(optional) . Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:53 2017 Page 1 ID:2v pw g-F MhRGBBKhdLi6bfz2ffN-e6ZccmOmd2gNzxwKh8TZK8vkglufhOomF4T9u3z15U8 -1-10A I 3-5-15 3r10-15 _6-6-6 -1191 _9-1-8 r 1-10-8 3-5-15 0-5-0 2-7-9 0-5-1 2-11-15 Scale=1:22.9 5x6 4x6 5.00 11210 �.. n - 8 -9 -10 5 mv2I. [�,�1_ _ _Fe Lftliiiitt.4 .6: d j' 16 I 1 '4411 7 11 12 13 6 3x6 3x6% 2x4 1 3x4 3x6 1..-_. _... 35-15_ -..- __ ....._511-9 -.. 4_ __-. _5-11-8 _...._.. , 3 5.15_ T-5j0 2-11-15 Plate Offsets X Y) j2:0-3-2,0-1-8J3:0-3-0 -1-12J._[8:0-04,0-0-1,31,15:0-1-2,0-6-5) LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 2 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.01 5 n/a n/a Code IBC2015/TP12014Matrix BCDL 10.0 ( ) 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.l&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 r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 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(Ib)or less except when shown. TOP CHORD 2-3=-1179/163,3-8=-1024/173,8-9=-1024/173,9-10=-1024/173,4-10=-1024/173, 4-5=-1186/165 BOT CHORD 2-7=-126/1072,7-11=-133/1062,11-12=133/1062,12-13=-133/1062,6-13=-133/1062, 5-6=127/1037 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 p P R Opp, 3)Unbalanced snow loads have been considered for this design. F 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �\c j'<(''tANG I N E$� s40 non-concurrent with other live loads. 2 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. 89200 P E 9r 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. /J 8)A plate rating reduction of 20%has been applied for the green lumber members. -"�'S �----�,• 9)Refer to girder(s)for truss to truss connections. - lA X/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) _, , OREGON b IQ 2=130. N. 11)Girder carries hip end with 4-0-0 end setback. /O '9 y 14,2P\ P-fr.. 12)"Fix heels only"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. MER 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 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 Mete 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 I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job I Truss Truss Type Qty Ply f Mission Homes MM2 B1702220 IY01 CAL HIP 1 7.6401 1 - _-- K3385668 - � - -�-- ----- _-�--- I I s_F Job Reference(optional) I Pro-Build Beaverton Truss, Beaverton,OR 97005s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:53 2017 Page 2 ID: pw g MhRGBBKhdLi6bfz2ffN-e6ZccmOmd2gNzxwKh8TZK8vkglufhOomF4T9u3z15U8 NOTES- 15)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSITTPI 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 III A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. p 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' I I is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component , 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job ;Truss ITruss Type ,Qty jPly I Mission Homes MM2 -- - -_-- -- :B1702220' IY02 COMMON 2 1 K33856691 I ID:2 Job Reference(option*_ J Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:53 2017 Page 1 Pws9 I --- - -_--- _. _&11-8 9 mF4T9u3z15U8 AA1-1Ore_ 52 72 v _ I bfz2ffN-e6ZccmOmd2 NzxwKh8TZK8vlV1uHhOU 4-8-12 Scale=1:22.1 4x4 3 5.00 112 8 `-- M 9 7 ry 6 4 2 -1 io 1 ,�1 g 3x6 11 3x6 ---;:- 2x4 3x6 _52-12 c _9-11-8 - _ 5-2-12 { 4-8-12 Plate Offsets(X Y) j2:0-3-2,0-1-61,14:0-0-0,0-0-131 14:0-1-Z0-6-5J LTCLLOADING(P 255.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.03 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:35 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G WEDGE MiTek recommends that Stabilizers and required cross bracing 1 Right:2x4 DF Std-G be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=555/0-5-8,4=391/Mechanical Max Horz 2=53(LC 12) Max Uplift2=-88(LC 12),4=-37(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=565/90,6-7=-513/91,7-8=-487/99,3-8=-475/103,3-9=-493/98,4-9=-565/90 BOT CHORD 2-5=-29/446,4-5=-29/446 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.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 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 ��p PR 0Fess 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 �1JG210::: �� 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 ?ifit between the bottom chord and any other members. 8991�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. :010,4s. ��•••✓✓✓ "" 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. j� OREGON G ic <0 :P" 14 2-C3\ 4 MFR RIO- EXPIRES' IO- EXPIRES: 12/31/2017 June 30,2017 11 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 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?PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klu Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g Corona,CA 92880 Job _ -.. Truss Truss Type Qty Ply Mission Homes MM2 8170222d YHR DIAGONAL HIP GIRDER 2 1 K3385670' , Job Reference toptionall Pro-Build Beaverton Truss, Beaverton,OR 97005 - - - .-- -- --- 4-- ---- 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:54 2017 Page 1 ID:2vpwsg_FMhRGBBKhdLi6bfz2ffN-617_g6POOMoDb5V WFrotMRyyQHnQsAvUkDjRVz15U7 -__ _ __._ -3-2-0 1_._ _2-9-1 35.6._ _. . _Z3-4 - 320 __ -- --. __._ - 293 2-9-3 I _.-_. 1-8-14__ ---1 Scale=1:20.4 4 3x4% 3 3.54 12 3x4 1 n 0 3x4 6 l 3x6 \\ O. 2 •500 0. ? 1 II ,41110 _._ _._ 29.3.- 5-6.6.. 27f8 243 Plate Offsets(X,1)-- j2;0-2 7,Edge] i - LTCLLOADING(psi SPACING- 1-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 2-3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 2-3 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=210/0-7-6,3=124/0-2-2 Max Horz 2=55(LC 8) Max Uplift2=-98(LC 8),3=-50(LC 12) Max Gray 2=216(LC 18),3=163(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(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)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. _co p R OPe 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. s 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. SCJ �NGI NE�9 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. �� 89200 P E 17 yL � , OREGON tx �� <04" 14 201 P4 MRRILk- EXPIRES' 12/31/2017 June 30,2017 AVeriWARNING- design I fy g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 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.AddNonal temporary and permanent bracing M 1l 1�• 'T® is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 1250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 (Job Tru ss Truss Type :Qty Ply I Mission Homes MM2 - -- -- - B1702220r a ZOl MONO TRUSS 1 1 K3385671 Job Reference(Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 -. -- -- - 1 2 - 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:544 2017 Page 1 ID:2vpwsg_FMhRGBBKhdLi6bfz2ffN-617_g6POOMoDb5VWFr otMR- 0GxQsAvUkDjRVz15U7 l.. _. __.. ---- -- _ 2-11rB , 2-11-8 _.. Scale=1:11.0 2 3 2x4 II 5.00 I12 , '4 1 1 1 4. 5 3x4-- 2x4 "I 4 --. -__ -_. _2-11-8 __.._. 11-8 Plate Offsets_(X Y)_ 15:0 2-0 0-1-5] TCADING(psf)25.0 ps25 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 0.06 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 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:101b 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 Installation guide. I REACTIONS. (lb/size) 1=100/0-5-8,5=130/Mechanical Max Horz 1=44(LC 9) Max Uplift 1=-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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. `��EO P R OFFS 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. \� �NG'NE�R �Q 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ?i 10)This truss does not include any time dependant deformation for long term loading(creep)in the Vert(CT)deflection per ANSI/-PI 1. 89200P E 9— The building designer shall verify that this parameter fits with the intended use of this component. 4101,�ir00". ,,OREGON AtVQ i0 q y 14 2-'3'\ P�.. Ali}' FR R 10- EXPIRES: 0-EXPIRES: 12/31/2017 June 30,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEE 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 Mi I'} eke 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 - - _ Homes Truss Type Qty Ply Mission' Homes MM2 -- - - -- - B1702220* Z02 'MONO TRUSS - 2 1 K33856721 ID: 1 iJobReference(ooflonab_ Pro-Build Beaverton Truss, Beaverton,OR 97005 _ -- ---- ---- 017 I 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jun 30 11:20:55 2017 Page 1 2vpwsg_FMhRGBBKhdLi6bfz2ffN-aUhM 1 SQ09fw4CF4ipZV1 PZ_5_gbA9JQ3iOyGzxz15U6 -_ -1-14-8-- a. _ __ __-_ 211.6 1108 _._ 2-11-8. _ --. __.... __ Scale=1:12.4 3 4 2x4 11 5.00 112 7 ! - 1I 2 ®: 6 1 ' 3x4 2x4 11 5 2d16 Plate Offsets(Xy_, - 16:0-2-0,0-1-51_ 2-11$ TCLL 2 LOADING(psf)5 0 1SPACING- 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) -0.00 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.00 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:131b 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 REACTIONS. (lb/size) 2=293/0-5-8,6=71/Mechanical Installation guide. Max Horz 2=57(LC 9) Max Uplift2=-85(LC 8),6=-19(LC 18) Max Gray 2=383(LC 18),6=83(LC 19) FORCES. (Ib)-Max,Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� .D P R()Fen 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 �\�'� ‘AGIN E�R n fit between the bottom chord and any other members. O.y 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. 89200PE �c 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. AP/�' 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. + - 4.0,OREGON tit As <0 ' 142'3� �,'�' MgyFR R 11-V- EXPIRES: 12/31/2017 June 30,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.w/e3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD Quality Criteria,DSB-89 and BCSI Building Component 1 250 Klug Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona, Circle - ___ 1 CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property _♦ 1-13/4' Center plate on joint unless x,y p rtY offsets are indicated. I (Drawings sotto scale) Damage or Personal Injury rte= Dimensions are in ft-in-sixteenths. iirlbh,. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0-116" PIEMIIIIIMIIIREEIN2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I MIVIIIM 2 111111111111h1 O bracing should be considered. CL �_� U _ 3. Never exceed the design loading shown and never d O CJ stack materials on inadequately braced trusses. a p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 C5-6 I- designer,erection supervisor,property owner and plates 0 1 / 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 ANSUTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. 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 i� 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 1 output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■MO reaction section indicates joint - IIIIIIIIIIIIIIIIM number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. Mlle 18.Use of green or treated lumber may pose unacceptable ► irnalth r erformariConsult ith project engineeronmebefore use. Industry Standards: %ANSI/TPI1: National Design Specification for Metal 19.Review all potal,rtionsheof thisopdesign(front,nce backsks. ,words w and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. ie is not sufficient. - BCSI: Building Component Safety Information, MiTel( 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015